1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AI0868 *********************************************************************** AI0868 DESIGNATION - 1 TB 2 AI0868 PID - AI0868 AI0868 STATE/COUNTY- NC/PENDER AI0868 USGS QUAD - HOLLY RIDGE (1997) AI0868 AI0868 *CURRENT SURVEY CONTROL AI0868 ___________________________________________________________________ AI0868* NAD 83(1986)- 34 24 32.51387(N) 077 34 17.98918(W) ADJUSTED AI0868* NAVD 88 - 2.58 (meters) 8.5 (feet) LEVELING AI0868 ___________________________________________________________________ AI0868 LAPLACE CORR- -2.38 (seconds) DEFLEC99 AI0868 GEOID HEIGHT- -37.39 (meters) GEOID03 AI0868 AI0868 HORZ ORDER - SECOND AI0868 VERT ORDER - THIRD ? AI0868 AI0868.The North Carolina HARNS have been completed but, AI0868.due to contractual restrictions, coordinates for these stations AI0868.will NOT be published in the near future. In the interim, the AI0868.published coordinates in North Carolina will not be AI0868.consistent with the Continuously Operating Reference Stations AI0868.(CORS). The HARN coordinates for these stations are available AI0868.upon request. Contact Gary Thompson(919-733-3836). AI0868. AI0868.In addition, the published North Carolina positions AI0868.(NAD 83 (1986)) are NOT consistent with those determined in AI0868.adjacent state readjustments. The discontinuity between stations AI0868.located in North Carolina and those in adjacent states AI0868.which have been adjusted to the HARN may be as much as 5 AI0868.decimeters. This will result in a significant loss of accuracy AI0868.over lines crossing such state borders. AI0868 AI0868 AI0868.The horizontal coordinates were established by classical geodetic methods AI0868.and adjusted by the National Geodetic Survey in July 1999. AI0868 AI0868.The orthometric height was determined by differential leveling. AI0868.The vertical network tie was performed by a horz. field party for horz. AI0868.obs reductions. Reset procedures were used to establish the elevation. AI0868 AI0868.The Laplace correction was computed from DEFLEC99 derived deflections. AI0868 AI0868.The geoid height was determined by GEOID03. AI0868 AI0868; North East Units Scale Factor Converg. AI0868;SPC NC - 74,053.262 740,914.755 MT 0.99997989 +0 49 27.8 AI0868;SPC NC - 242,956.41 2,430,817.83 sFT 0.99997989 +0 49 27.8 AI0868;UTM 18 - 3,810,508.956 263,627.876 MT 1.00028874 -1 27 14.1 AI0868 AI0868! - Elev Factor x Scale Factor = Combined Factor AI0868!SPC NC - 1.00000546 x 0.99997989 = 0.99998535 AI0868!UTM 18 - 1.00000546 x 1.00028874 = 1.00029421 AI0868 AI0868 SUPERSEDED SURVEY CONTROL AI0868 AI0868.No superseded survey control is available for this station. AI0868 AI0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6362810509(NAD 83) AI0868_MARKER: DH = HORIZONTAL CONTROL DISK AI0868_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND AI0868_STAMPING: 1 TB 2 1963 AI0868_MARK LOGO: USE AI0868_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AI0868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AI0868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI0868+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1988 AI0868 AI0868 HISTORY - Date Condition Report By AI0868 HISTORY - 1963 MONUMENTED USE AI0868 HISTORY - 19880407 GOOD NCGS AI0868 HISTORY - 20050317 POOR USPSQD AI0868 AI0868 STATION DESCRIPTION AI0868 AI0868'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB) AI0868'STATION IS LOCATED IN SURF CITY. ALONG NC 50 FOR 3.00 KM (1.85 MI) AI0868'SOUTHWEST FROM NC 210 IN SURF CITY, OR 7.10 KM (4.40 MI) NORTHEAST OF AI0868'THE TOPSAIL BEACH TOWN HALL, IN SHOULDER. MARK IS ABOUT LEVEL WITH THE AI0868'HIGHWAY AND IS RECESSED 6 INCHES BELOW GROUND. LOCATED 6.86 M (22.51 AI0868'FT) NORTH-NORTHWEST OF THE CENTERLINE OF NC 50, 4.45 M (14.60 FT) AI0868'SOUTHWEST OF A POWER POLE NO. S-68 WITH A STREET LIGHT AND REFERENCE AI0868'TAG, AND 22.6 M (74.1 FT) WEST-NORTHWEST OF NCGS STATION--CRAB--. AI0868 AI0868 STATION RECOVERY (2005) AI0868 AI0868'RECOVERY NOTE BY US POWER SQUADRON 2005 (PKH) AI0868'MONUMENT LEANING. MARK DISK STILL ATTACHED TO MONUMENT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2561 *********************************************************************** EA2561 DESIGNATION - 100 EA2561 PID - EA2561 EA2561 STATE/COUNTY- NC/PENDER EA2561 USGS QUAD - HAMPSTEAD (1970) EA2561 EA2561 *CURRENT SURVEY CONTROL EA2561 ___________________________________________________________________ EA2561* NAD 83(1986)- 34 18 23.96774(N) 077 44 03.80608(W) ADJUSTED EA2561* NAVD 88 - -0. (meters) -0. (feet) SCALED EA2561 ___________________________________________________________________ EA2561 LAPLACE CORR- -3.86 (seconds) DEFLEC99 EA2561 GEOID HEIGHT- -37.22 (meters) GEOID03 EA2561 EA2561 HORZ ORDER - THIRD EA2561 EA2561.The North Carolina HARNS have been completed but, EA2561.due to contractual restrictions, coordinates for these stations EA2561.will NOT be published in the near future. In the interim, the EA2561.published coordinates in North Carolina will not be EA2561.consistent with the Continuously Operating Reference Stations EA2561.(CORS). The HARN coordinates for these stations are available EA2561.upon request. Contact Gary Thompson(919-733-3836). EA2561. EA2561.In addition, the published North Carolina positions EA2561.(NAD 83 (1986)) are NOT consistent with those determined in EA2561.adjacent state readjustments. The discontinuity between stations EA2561.located in North Carolina and those in adjacent states EA2561.which have been adjusted to the HARN may be as much as 5 EA2561.decimeters. This will result in a significant loss of accuracy EA2561.over lines crossing such state borders. EA2561 EA2561 EA2561.The horizontal coordinates were established by classical geodetic methods EA2561.and adjusted by the National Geodetic Survey in July 1986. EA2561 EA2561.The orthometric height was scaled from a topographic map. EA2561 EA2561.The Laplace correction was computed from DEFLEC99 derived deflections. EA2561 EA2561.The geoid height was determined by GEOID03. EA2561 EA2561; North East Units Scale Factor Converg. EA2561;SPC NC - 62,495.043 726,100.160 MT 1.00000749 +0 43 49.7 EA2561;SPC NC - 205,035.82 2,382,213.61 sFT 1.00000749 +0 43 49.7 EA2561;UTM 18 - 3,799,544.301 248,360.865 MT 1.00038061 -1 32 31.1 EA2561 EA2561! - Elev Factor x Scale Factor = Combined Factor EA2561!SPC NC - 1.00000589 x 1.00000749 = 1.00001338 EA2561!UTM 18 - 1.00000589 x 1.00038061 = 1.00038650 EA2561 EA2561 SUPERSEDED SURVEY CONTROL EA2561 EA2561 NAD 27 - 34 18 23.36200(N) 077 44 04.88200(W) AD( ) 3 EA2561 EA2561.Superseded values are not recommended for survey control. EA2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2561.See file dsdata.txt to determine how the superseded data were derived. EA2561 EA2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC4836199544(NAD 83) EA2561_MARKER: Z = SEE DESCRIPTION EA2561_SETTING: 0 = UNSPECIFIED SETTING EA2561_MARK LOGO: USE EA2561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA2561 EA2561 HISTORY - Date Condition Report By EA2561 HISTORY - 1933 MONUMENTED USE EA2561 HISTORY - 1965 MARK NOT FOUND CGS EA2561 EA2561 STATION DESCRIPTION EA2561 EA2561'DESCRIBED BY US ENGINEERS 1933 EA2561'THIS IS A U.S.E. BASE LINE MONUMENT INCLUDED IN THE THIRD ORDER EA2561'SCHEME. EA2561' EA2561'STATION IS LOCATED AT BALDEAGLE POINT. EA2561 EA2561 STATION RECOVERY (1965) EA2561 EA2561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW) EA2561'LOST. THE DESCRIPTIONS NOT ADEQUATE FOR RECOVERY. A SEARCH WAS EA2561'MADE NEAR THE PLOTTED POSITION BUT NO TRACE OF THE MONUMENT COULD EA2561'BE FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1978 *********************************************************************** EB1978 DESIGNATION - 221 JJS EB1978 PID - EB1978 EB1978 STATE/COUNTY- NC/PENDER EB1978 USGS QUAD - WALLACE WEST (1984) EB1978 EB1978 *CURRENT SURVEY CONTROL EB1978 ___________________________________________________________________ EB1978* NAD 83(1986)- 34 39 24.21532(N) 078 03 15.42967(W) ADJUSTED EB1978* NAVD 88 - 19.96 (+/-2cm) 65.5 (feet) VERTCON EB1978 ___________________________________________________________________ EB1978 LAPLACE CORR- -3.99 (seconds) DEFLEC99 EB1978 GEOID HEIGHT- -36.04 (meters) GEOID03 EB1978 EB1978 HORZ ORDER - SECOND EB1978 VERT ORDER - THIRD ? (See Below) EB1978 EB1978.The North Carolina HARNS have been completed but, EB1978.due to contractual restrictions, coordinates for these stations EB1978.will NOT be published in the near future. In the interim, the EB1978.published coordinates in North Carolina will not be EB1978.consistent with the Continuously Operating Reference Stations EB1978.(CORS). The HARN coordinates for these stations are available EB1978.upon request. Contact Gary Thompson(919-733-3836). EB1978. EB1978.In addition, the published North Carolina positions EB1978.(NAD 83 (1986)) are NOT consistent with those determined in EB1978.adjacent state readjustments. The discontinuity between stations EB1978.located in North Carolina and those in adjacent states EB1978.which have been adjusted to the HARN may be as much as 5 EB1978.decimeters. This will result in a significant loss of accuracy EB1978.over lines crossing such state borders. EB1978 EB1978 EB1978.The horizontal coordinates were established by classical geodetic methods EB1978.and adjusted by the National Geodetic Survey in July 1986. EB1978 EB1978.The NAVD 88 height was computed by applying the VERTCON shift value to EB1978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB1978.The vertical order pertains to the NGVD 29 superseded value. EB1978 EB1978.The Laplace correction was computed from DEFLEC99 derived deflections. EB1978 EB1978.The geoid height was determined by GEOID03. EB1978 EB1978; North East Units Scale Factor Converg. EB1978;SPC NC - 100,997.422 696,284.994 MT 0.99992614 +0 32 45.0 EB1978;SPC NC - 331,355.71 2,284,395.02 sFT 0.99992614 +0 32 45.0 EB1978;UTM 17 - 3,838,924.787 769,961.358 MT 1.00049837 +1 40 34.0 EB1978;UTM 18 - 3,839,221.423 220,085.212 MT 1.00056585 -1 44 16.7 EB1978 EB1978! - Elev Factor x Scale Factor = Combined Factor EB1978!SPC NC - 1.00000252 x 0.99992614 = 0.99992866 EB1978!UTM 17 - 1.00000252 x 1.00049837 = 1.00050089 EB1978!UTM 18 - 1.00000252 x 1.00056585 = 1.00056837 EB1978 EB1978 SUPERSEDED SURVEY CONTROL EB1978 EB1978 NAD 27 - 34 39 23.60727(N) 078 03 16.46940(W) AD( ) 2 EB1978 NGVD 29 (07/19/86) 20.22 (m) 66.3 (f) LEVELING 3 EB1978 EB1978.Superseded values are not recommended for survey control. EB1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1978.See file dsdata.txt to determine how the superseded data were derived. EB1978 EB1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6996138925(NAD 83) EB1978_MARKER: DD = SURVEY DISK EB1978_SETTING: 0 = UNSPECIFIED SETTING EB1978 EB1978 HISTORY - Date Condition Report By EB1978 HISTORY - 1951 MONUMENTED USGS EB1978 EB1978 STATION DESCRIPTION EB1978 EB1978'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (JWC) EB1978'221 JJS 66.0 FEET IS A NORTH CAROLINA GEODETIC SURVEY TRAVERSE EB1978'STATION IN THE VICINITY OF PENDERLEA, NORTH CAROLINA. EB1978' EB1978'221 JJS 66.0 FEET IS LOCATED IN PENDERLEA AND 11.0 MILES NORTHEAST EB1978'OF ATKINSON. TO REACH STATION FROM INTERSECTION OF SR 1321 AND SR EB1978'1326 IN THE CENTER OF PENDERLEA, PROCEED WSW ON SR 1321 FOR 0.3 EB1978'MILE TO INTERSECTION WITH SR 1328 AND STATION IN SHOULDER OF SR EB1978'1321 AND NORTHWEST QUADRANT OF INTERSECTION. EB1978' EB1978'STATION MARK IS A STANDARD U. S. GEOLOGICAL SURVEY BENCH MARK SET IN EB1978'A PRECAST MONUMENT FLUSH WITH THE GROUND, STAMPED 221 JJS 66.0 FEET EB1978'1951. EB1978' EB1978'MARK IS EB1978' EB1978'29.2 FEET NNW OF C/L OF SR 1321. EB1978'46.5 FEET WSW OF C/L OF SR 1328. EB1978'22.2 FEET SSW OF S END OF CULVERT UNDER SR 1328. EB1978'24.7 FEET SW OF 4 INCH X 4 INCH STOP SIGN POST WITH ALUMINUM EB1978'REF. TAG. EB1978'16.6 FEET S OF 6 INCH X 6 INCH FENCE POST WITH ALUMINUM REF. EB1978'TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2562 *********************************************************************** EA2562 DESIGNATION - 3 10 11 EA2562 PID - EA2562 EA2562 STATE/COUNTY- NC/PENDER EA2562 USGS QUAD - HAMPSTEAD (1970) EA2562 EA2562 *CURRENT SURVEY CONTROL EA2562 ___________________________________________________________________ EA2562* NAD 83(1986)- 34 19 06.47523(N) 077 43 29.07803(W) ADJUSTED EA2562* NAVD 88 - -0. (meters) -0. (feet) SCALED EA2562 ___________________________________________________________________ EA2562 LAPLACE CORR- -3.85 (seconds) DEFLEC99 EA2562 GEOID HEIGHT- -37.21 (meters) GEOID03 EA2562 EA2562 HORZ ORDER - THIRD EA2562 EA2562.The North Carolina HARNS have been completed but, EA2562.due to contractual restrictions, coordinates for these stations EA2562.will NOT be published in the near future. In the interim, the EA2562.published coordinates in North Carolina will not be EA2562.consistent with the Continuously Operating Reference Stations EA2562.(CORS). The HARN coordinates for these stations are available EA2562.upon request. Contact Gary Thompson(919-733-3836). EA2562. EA2562.In addition, the published North Carolina positions EA2562.(NAD 83 (1986)) are NOT consistent with those determined in EA2562.adjacent state readjustments. The discontinuity between stations EA2562.located in North Carolina and those in adjacent states EA2562.which have been adjusted to the HARN may be as much as 5 EA2562.decimeters. This will result in a significant loss of accuracy EA2562.over lines crossing such state borders. EA2562 EA2562 EA2562.The horizontal coordinates were established by classical geodetic methods EA2562.and adjusted by the National Geodetic Survey in July 1986. EA2562 EA2562.The orthometric height was scaled from a topographic map. EA2562 EA2562.The Laplace correction was computed from DEFLEC99 derived deflections. EA2562 EA2562.The geoid height was determined by GEOID03. EA2562 EA2562; North East Units Scale Factor Converg. EA2562;SPC NC - 63,816.105 726,971.260 MT 1.00000415 +0 44 09.7 EA2562;SPC NC - 209,370.00 2,385,071.54 sFT 1.00000415 +0 44 09.7 EA2562;UTM 18 - 3,800,830.256 249,284.011 MT 1.00037489 -1 32 13.2 EA2562 EA2562! - Elev Factor x Scale Factor = Combined Factor EA2562!SPC NC - 1.00000589 x 1.00000415 = 1.00001004 EA2562!UTM 18 - 1.00000589 x 1.00037489 = 1.00038078 EA2562 EA2562 SUPERSEDED SURVEY CONTROL EA2562 EA2562 NAD 27 - 34 19 05.86700(N) 077 43 30.15400(W) AD( ) 3 EA2562 EA2562.Superseded values are not recommended for survey control. EA2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2562.See file dsdata.txt to determine how the superseded data were derived. EA2562 EA2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4928400830(NAD 83) EA2562_MARKER: Z = SEE DESCRIPTION EA2562_SETTING: 0 = UNSPECIFIED SETTING EA2562_MARK LOGO: USE EA2562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA2562 EA2562 HISTORY - Date Condition Report By EA2562 HISTORY - 1933 MONUMENTED USE EA2562 HISTORY - 1965 MARK NOT FOUND CGS EA2562 EA2562 STATION DESCRIPTION EA2562 EA2562'DESCRIBED BY US ENGINEERS 1933 (JAB) EA2562'THIS U.S.E. BASELINE MARK IS ALONG THE INTRACOASTAL WATERWAY EA2562'BETWEEN NEW RIVER INLET AND CAPE FEAR RIVER AND IS LOCATED BY EA2562'TRIANGULATION. EA2562 EA2562 STATION RECOVERY (1965) EA2562 EA2562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW) EA2562'LOST. THE AREA OF THE PLOTTED POSITION WAS SEARCHED BUT NOTHING EA2562'COULD BE FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2519 *********************************************************************** EA2519 DESIGNATION - 3 5 6 EA2519 PID - EA2519 EA2519 STATE/COUNTY- NC/PENDER EA2519 USGS QUAD - HOLLY RIDGE (1997) EA2519 EA2519 *CURRENT SURVEY CONTROL EA2519 ___________________________________________________________________ EA2519* NAD 83(1986)- 34 25 47.63175(N) 077 33 06.07453(W) ADJUSTED EA2519* NAVD 88 - EA2519 ___________________________________________________________________ EA2519 LAPLACE CORR- -1.97 (seconds) DEFLEC99 EA2519 GEOID HEIGHT- -37.38 (meters) GEOID03 EA2519 EA2519 HORZ ORDER - THIRD EA2519 EA2519.The North Carolina HARNS have been completed but, EA2519.due to contractual restrictions, coordinates for these stations EA2519.will NOT be published in the near future. In the interim, the EA2519.published coordinates in North Carolina will not be EA2519.consistent with the Continuously Operating Reference Stations EA2519.(CORS). The HARN coordinates for these stations are available EA2519.upon request. Contact Gary Thompson(919-733-3836). EA2519. EA2519.In addition, the published North Carolina positions EA2519.(NAD 83 (1986)) are NOT consistent with those determined in EA2519.adjacent state readjustments. The discontinuity between stations EA2519.located in North Carolina and those in adjacent states EA2519.which have been adjusted to the HARN may be as much as 5 EA2519.decimeters. This will result in a significant loss of accuracy EA2519.over lines crossing such state borders. EA2519 EA2519 EA2519.The horizontal coordinates were established by classical geodetic methods EA2519.and adjusted by the National Geodetic Survey in July 1986. EA2519 EA2519 EA2519.The Laplace correction was computed from DEFLEC99 derived deflections. EA2519 EA2519.The geoid height was determined by GEOID03. EA2519 EA2519; North East Units Scale Factor Converg. EA2519;SPC NC - 76,394.246 742,717.370 MT 0.99997466 +0 50 09.3 EA2519;SPC NC - 250,636.79 2,436,731.90 sFT 0.99997466 +0 50 09.3 EA2519;UTM 18 - 3,812,777.107 265,522.727 MT 1.00027774 -1 26 36.2 EA2519 EA2519 SUPERSEDED SURVEY CONTROL EA2519 EA2519 NAD 27 - 34 25 47.02300(N) 077 33 07.18900(W) AD( ) 3 EA2519 EA2519.Superseded values are not recommended for survey control. EA2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2519.See file dsdata.txt to determine how the superseded data were derived. EA2519 EA2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6552312777(NAD 83) EA2519_MARKER: Z = SEE DESCRIPTION EA2519_SETTING: 0 = UNSPECIFIED SETTING EA2519_MARK LOGO: USE EA2519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA2519 EA2519 HISTORY - Date Condition Report By EA2519 HISTORY - 1933 MONUMENTED USE EA2519 HISTORY - 1964 MARK NOT FOUND CGS EA2519 EA2519 STATION DESCRIPTION EA2519 EA2519'DESCRIBED BY US ENGINEERS 1933 (JAB) EA2519'THIS U.S.E BASELINE MARK IS ALONG THE INTRACOASTAL WATERWAY BETWEEN EA2519'NEW RIVER INLET AND CAPE FEAR RIVER AND IS LOCATED BY TRIANGULATION. EA2519 EA2519 STATION RECOVERY (1964) EA2519 EA2519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA2519'LOST. A SEARCH WAS MADE NEAR THE PLOTTED POSITION BUT NO TRACE EA2519'OF THE STATION COULD BE FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2515 *********************************************************************** EA2515 DESIGNATION - 3 6 7 EA2515 PID - EA2515 EA2515 STATE/COUNTY- NC/PENDER EA2515 USGS QUAD - HOLLY RIDGE (1997) EA2515 EA2515 *CURRENT SURVEY CONTROL EA2515 ___________________________________________________________________ EA2515* NAD 83(1986)- 34 25 00.14274(N) 077 35 13.04539(W) ADJUSTED EA2515* NAVD 88 - EA2515 ___________________________________________________________________ EA2515 LAPLACE CORR- -2.61 (seconds) DEFLEC99 EA2515 GEOID HEIGHT- -37.35 (meters) GEOID03 EA2515 EA2515 HORZ ORDER - THIRD EA2515 EA2515.The North Carolina HARNS have been completed but, EA2515.due to contractual restrictions, coordinates for these stations EA2515.will NOT be published in the near future. In the interim, the EA2515.published coordinates in North Carolina will not be EA2515.consistent with the Continuously Operating Reference Stations EA2515.(CORS). The HARN coordinates for these stations are available EA2515.upon request. Contact Gary Thompson(919-733-3836). EA2515. EA2515.In addition, the published North Carolina positions EA2515.(NAD 83 (1986)) are NOT consistent with those determined in EA2515.adjacent state readjustments. The discontinuity between stations EA2515.located in North Carolina and those in adjacent states EA2515.which have been adjusted to the HARN may be as much as 5 EA2515.decimeters. This will result in a significant loss of accuracy EA2515.over lines crossing such state borders. EA2515 EA2515 EA2515.The horizontal coordinates were established by classical geodetic methods EA2515.and adjusted by the National Geodetic Survey in July 1986. EA2515 EA2515 EA2515.The Laplace correction was computed from DEFLEC99 derived deflections. EA2515 EA2515.The geoid height was determined by GEOID03. EA2515 EA2515; North East Units Scale Factor Converg. EA2515;SPC NC - 74,884.388 739,496.741 MT 0.99997795 +0 48 56.0 EA2515;SPC NC - 245,683.20 2,426,165.56 sFT 0.99997795 +0 48 56.0 EA2515;UTM 18 - 3,811,396.076 262,243.589 MT 1.00029683 -1 27 46.3 EA2515 EA2515 SUPERSEDED SURVEY CONTROL EA2515 EA2515 NAD 27 - 34 24 59.53900(N) 077 35 14.14900(W) AD( ) 3 EA2515 EA2515.Superseded values are not recommended for survey control. EA2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2515.See file dsdata.txt to determine how the superseded data were derived. EA2515 EA2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6224411396(NAD 83) EA2515_MARKER: Z = SEE DESCRIPTION EA2515_SETTING: 0 = UNSPECIFIED SETTING EA2515_MARK LOGO: USE EA2515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA2515 EA2515 HISTORY - Date Condition Report By EA2515 HISTORY - 1933 MONUMENTED USE EA2515 HISTORY - 1964 MARK NOT FOUND CGS EA2515 EA2515 STATION DESCRIPTION EA2515 EA2515'DESCRIBED BY US ENGINEERS 1933 (JAB) EA2515'THIS U.S.E. BASELINE MARK IS ALONG THE INTRACOASTAL WATERWAY EA2515'BETWEEN NEW RIVER INLET AND CAPE FEAR RIVER AND IS LOCATED BY EA2515'TRIANGULATION. EA2515 EA2515 STATION RECOVERY (1964) EA2515 EA2515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA2515'LOST. A SEARCH WAS MADE NEAR THE PLOTTED POSITION BUT NO TRACE EA2515'OF THE STATION COULD BE FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2570 *********************************************************************** EA2570 DESIGNATION - 3 7 8 EA2570 PID - EA2570 EA2570 STATE/COUNTY- NC/PENDER EA2570 USGS QUAD - TOPSAIL (1970) EA2570 EA2570 *CURRENT SURVEY CONTROL EA2570 ___________________________________________________________________ EA2570* NAD 83(1986)- 34 22 33.84093(N) 077 38 45.97814(W) ADJUSTED EA2570* NAVD 88 - -0. (meters) -0. (feet) SCALED EA2570 ___________________________________________________________________ EA2570 LAPLACE CORR- -3.67 (seconds) DEFLEC99 EA2570 GEOID HEIGHT- -37.28 (meters) GEOID03 EA2570 EA2570 HORZ ORDER - THIRD EA2570 EA2570.The North Carolina HARNS have been completed but, EA2570.due to contractual restrictions, coordinates for these stations EA2570.will NOT be published in the near future. In the interim, the EA2570.published coordinates in North Carolina will not be EA2570.consistent with the Continuously Operating Reference Stations EA2570.(CORS). The HARN coordinates for these stations are available EA2570.upon request. Contact Gary Thompson(919-733-3836). EA2570. EA2570.In addition, the published North Carolina positions EA2570.(NAD 83 (1986)) are NOT consistent with those determined in EA2570.adjacent state readjustments. The discontinuity between stations EA2570.located in North Carolina and those in adjacent states EA2570.which have been adjusted to the HARN may be as much as 5 EA2570.decimeters. This will result in a significant loss of accuracy EA2570.over lines crossing such state borders. EA2570 EA2570 EA2570.The horizontal coordinates were established by classical geodetic methods EA2570.and adjusted by the National Geodetic Survey in July 1986. EA2570 EA2570.The orthometric height was scaled from a topographic map. EA2570 EA2570.The Laplace correction was computed from DEFLEC99 derived deflections. EA2570 EA2570.The geoid height was determined by GEOID03. EA2570 EA2570; North East Units Scale Factor Converg. EA2570;SPC NC - 70,300.997 734,121.323 MT 0.99998844 +0 46 53.1 EA2570;SPC NC - 230,645.85 2,408,529.71 sFT 0.99998844 +0 46 53.1 EA2570;UTM 18 - 3,807,028.463 256,688.457 MT 1.00032978 -1 29 41.2 EA2570 EA2570! - Elev Factor x Scale Factor = Combined Factor EA2570!SPC NC - 1.00000590 x 0.99998844 = 0.99999434 EA2570!UTM 18 - 1.00000590 x 1.00032978 = 1.00033568 EA2570 EA2570 SUPERSEDED SURVEY CONTROL EA2570 EA2570 NAD 27 - 34 22 33.23200(N) 077 38 47.07100(W) AD( ) 3 EA2570 EA2570.Superseded values are not recommended for survey control. EA2570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2570.See file dsdata.txt to determine how the superseded data were derived. EA2570 EA2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5668807028(NAD 83) EA2570_MARKER: Z = SEE DESCRIPTION EA2570_SETTING: 0 = UNSPECIFIED SETTING EA2570_MARK LOGO: USE EA2570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA2570 EA2570 HISTORY - Date Condition Report By EA2570 HISTORY - 1933 MONUMENTED USE EA2570 HISTORY - 1964 MARK NOT FOUND CGS EA2570 HISTORY - 20050313 MARK NOT FOUND USPSQD EA2570 EA2570 STATION DESCRIPTION EA2570 EA2570'DESCRIBED BY US ENGINEERS 1933 (JAB) EA2570'THIS U.S.E. BASELINE MARK IS ALONG THE INTRACOASTAL WATERWAY EA2570'BETWEEN NEW RIVER INLET AND CAPE FEAR RIVER AND IS LOCATED BY EA2570'TRIANGULATION. EA2570 EA2570 STATION RECOVERY (1964) EA2570 EA2570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA2570'LOST. THE PLOTTED POSITION PLACES THE STATION IN THE WATER. EA2570 EA2570 STATION RECOVERY (2005) EA2570 EA2570'RECOVERY NOTE BY US POWER SQUADRON 2005 EA2570'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2564 *********************************************************************** EA2564 DESIGNATION - 3 8 9 EA2564 PID - EA2564 EA2564 STATE/COUNTY- NC/PENDER EA2564 USGS QUAD - HAMPSTEAD (1970) EA2564 EA2564 *CURRENT SURVEY CONTROL EA2564 ___________________________________________________________________ EA2564* NAD 83(1986)- 34 20 38.70744(N) 077 42 01.91839(W) ADJUSTED EA2564* NAVD 88 - -0. (meters) -0. (feet) SCALED EA2564 ___________________________________________________________________ EA2564 LAPLACE CORR- -3.80 (seconds) DEFLEC99 EA2564 GEOID HEIGHT- -37.21 (meters) GEOID03 EA2564 EA2564 HORZ ORDER - THIRD EA2564 EA2564.The North Carolina HARNS have been completed but, EA2564.due to contractual restrictions, coordinates for these stations EA2564.will NOT be published in the near future. In the interim, the EA2564.published coordinates in North Carolina will not be EA2564.consistent with the Continuously Operating Reference Stations EA2564.(CORS). The HARN coordinates for these stations are available EA2564.upon request. Contact Gary Thompson(919-733-3836). EA2564. EA2564.In addition, the published North Carolina positions EA2564.(NAD 83 (1986)) are NOT consistent with those determined in EA2564.adjacent state readjustments. The discontinuity between stations EA2564.located in North Carolina and those in adjacent states EA2564.which have been adjusted to the HARN may be as much as 5 EA2564.decimeters. This will result in a significant loss of accuracy EA2564.over lines crossing such state borders. EA2564 EA2564 EA2564.The horizontal coordinates were established by classical geodetic methods EA2564.and adjusted by the National Geodetic Survey in July 1986. EA2564 EA2564.The orthometric height was scaled from a topographic map. EA2564 EA2564.The Laplace correction was computed from DEFLEC99 derived deflections. EA2564 EA2564.The geoid height was determined by GEOID03. EA2564 EA2564; North East Units Scale Factor Converg. EA2564;SPC NC - 66,686.752 729,162.228 MT 0.99999704 +0 45 00.0 EA2564;SPC NC - 218,788.12 2,392,259.74 sFT 0.99999704 +0 45 00.0 EA2564;UTM 18 - 3,803,612.743 251,587.987 MT 1.00036071 -1 31 27.5 EA2564 EA2564! - Elev Factor x Scale Factor = Combined Factor EA2564!SPC NC - 1.00000589 x 0.99999704 = 1.00000293 EA2564!UTM 18 - 1.00000589 x 1.00036071 = 1.00036660 EA2564 EA2564 SUPERSEDED SURVEY CONTROL EA2564 EA2564 NAD 27 - 34 20 38.09700(N) 077 42 02.99900(W) AD( ) 3 EA2564 EA2564.Superseded values are not recommended for survey control. EA2564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2564.See file dsdata.txt to determine how the superseded data were derived. EA2564 EA2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5158803613(NAD 83) EA2564_MARKER: Z = SEE DESCRIPTION EA2564_SETTING: 0 = UNSPECIFIED SETTING EA2564_MARK LOGO: USE EA2564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA2564 EA2564 HISTORY - Date Condition Report By EA2564 HISTORY - 1933 MONUMENTED USE EA2564 HISTORY - 1965 MARK NOT FOUND CGS EA2564 HISTORY - 20050313 MARK NOT FOUND USPSQD EA2564 EA2564 STATION DESCRIPTION EA2564 EA2564'DESCRIBED BY US ENGINEERS 1933 (JAB) EA2564'THIS U.S.E. BASELINE MARK IS ALONG THE INTRACOASTAL WATERWAY EA2564'BETWEEN NEW RIVER INLET AND CAPE FEAR RIVER AND IS LOCATED EA2564'BY TRIANGULATION. EA2564 EA2564 STATION RECOVERY (1965) EA2564 EA2564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW) EA2564'LOST. THE AREA OF THE PLOTTED POSITION WAS SEARCHED BUT NOTHING EA2564'COULD BE FOUND. EA2564 EA2564 STATION RECOVERY (2005) EA2564 EA2564'RECOVERY NOTE BY US POWER SQUADRON 2005 EA2564'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2565 *********************************************************************** EA2565 DESIGNATION - 3 9 10 EA2565 PID - EA2565 EA2565 STATE/COUNTY- NC/PENDER EA2565 USGS QUAD - HAMPSTEAD (1970) EA2565 EA2565 *CURRENT SURVEY CONTROL EA2565 ___________________________________________________________________ EA2565* NAD 83(1986)- 34 19 47.11016(N) 077 42 27.17070(W) ADJUSTED EA2565* NAVD 88 - -0. (meters) -0. (feet) SCALED EA2565 ___________________________________________________________________ EA2565 LAPLACE CORR- -3.74 (seconds) DEFLEC99 EA2565 GEOID HEIGHT- -37.23 (meters) GEOID03 EA2565 EA2565 HORZ ORDER - THIRD EA2565 EA2565.The North Carolina HARNS have been completed but, EA2565.due to contractual restrictions, coordinates for these stations EA2565.will NOT be published in the near future. In the interim, the EA2565.published coordinates in North Carolina will not be EA2565.consistent with the Continuously Operating Reference Stations EA2565.(CORS). The HARN coordinates for these stations are available EA2565.upon request. Contact Gary Thompson(919-733-3836). EA2565. EA2565.In addition, the published North Carolina positions EA2565.(NAD 83 (1986)) are NOT consistent with those determined in EA2565.adjacent state readjustments. The discontinuity between stations EA2565.located in North Carolina and those in adjacent states EA2565.which have been adjusted to the HARN may be as much as 5 EA2565.decimeters. This will result in a significant loss of accuracy EA2565.over lines crossing such state borders. EA2565 EA2565 EA2565.The horizontal coordinates were established by classical geodetic methods EA2565.and adjusted by the National Geodetic Survey in July 1986. EA2565 EA2565.The orthometric height was scaled from a topographic map. EA2565 EA2565.The Laplace correction was computed from DEFLEC99 derived deflections. EA2565 EA2565.The geoid height was determined by GEOID03. EA2565 EA2565; North East Units Scale Factor Converg. EA2565;SPC NC - 65,088.571 728,537.572 MT 1.00000099 +0 44 45.5 EA2565;SPC NC - 213,544.75 2,390,210.35 sFT 1.00000099 +0 44 45.5 EA2565;UTM 18 - 3,802,040.034 250,900.160 MT 1.00036493 -1 31 39.8 EA2565 EA2565! - Elev Factor x Scale Factor = Combined Factor EA2565!SPC NC - 1.00000589 x 1.00000099 = 1.00000688 EA2565!UTM 18 - 1.00000589 x 1.00036493 = 1.00037082 EA2565 EA2565 SUPERSEDED SURVEY CONTROL EA2565 EA2565 NAD 27 - 34 19 46.50100(N) 077 42 28.24900(W) AD( ) 3 EA2565 EA2565.Superseded values are not recommended for survey control. EA2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2565.See file dsdata.txt to determine how the superseded data were derived. EA2565 EA2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5090002040(NAD 83) EA2565_MARKER: Z = SEE DESCRIPTION EA2565_SETTING: 0 = UNSPECIFIED SETTING EA2565_MARK LOGO: USE EA2565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA2565 EA2565 HISTORY - Date Condition Report By EA2565 HISTORY - 1933 MONUMENTED USE EA2565 HISTORY - 1965 MARK NOT FOUND CGS EA2565 EA2565 STATION DESCRIPTION EA2565 EA2565'DESCRIBED BY US ENGINEERS 1933 (JAB) EA2565'THIS U.S.E. BASELINE MARK IS ALONG THE INTRACOASTAL WATERWAY EA2565'BETWEEN NEW RIVER INLET AND CAPE FEAR RIVER AND IS LOCATED EA2565'BY TRIANGULATION. EA2565 EA2565 STATION RECOVERY (1965) EA2565 EA2565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW) EA2565'LOST. THE AREA OF THE PLOTTED POSITION WAS SEARCHED BUT NOTHING EA2565'COULD BE FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AI0869 *********************************************************************** AI0869 DESIGNATION - A 230 AZ MK AI0869 PID - AI0869 AI0869 STATE/COUNTY- NC/PENDER AI0869 USGS QUAD - HOLLY RIDGE (1997) AI0869 AI0869 *CURRENT SURVEY CONTROL AI0869 ___________________________________________________________________ AI0869* NAD 83(1986)- 34 23 13.81148(N) 077 36 06.44891(W) ADJUSTED AI0869* NAVD 88 - 2.85 (meters) 9.4 (feet) LEVELING AI0869 ___________________________________________________________________ AI0869 LAPLACE CORR- -2.92 (seconds) DEFLEC99 AI0869 GEOID HEIGHT- -37.37 (meters) GEOID03 AI0869 AI0869 HORZ ORDER - SECOND AI0869 VERT ORDER - THIRD ? AI0869 AI0869.The North Carolina HARNS have been completed but, AI0869.due to contractual restrictions, coordinates for these stations AI0869.will NOT be published in the near future. In the interim, the AI0869.published coordinates in North Carolina will not be AI0869.consistent with the Continuously Operating Reference Stations AI0869.(CORS). The HARN coordinates for these stations are available AI0869.upon request. Contact Gary Thompson(919-733-3836). AI0869. AI0869.In addition, the published North Carolina positions AI0869.(NAD 83 (1986)) are NOT consistent with those determined in AI0869.adjacent state readjustments. The discontinuity between stations AI0869.located in North Carolina and those in adjacent states AI0869.which have been adjusted to the HARN may be as much as 5 AI0869.decimeters. This will result in a significant loss of accuracy AI0869.over lines crossing such state borders. AI0869 AI0869 AI0869.The horizontal coordinates were established by classical geodetic methods AI0869.and adjusted by the National Geodetic Survey in July 1999. AI0869 AI0869.The orthometric height was determined by differential leveling. AI0869.The vertical network tie was performed by a horz. field party for horz. AI0869.obs reductions. Reset procedures were used to establish the elevation. AI0869 AI0869.The Laplace correction was computed from DEFLEC99 derived deflections. AI0869 AI0869.The geoid height was determined by GEOID03. AI0869 AI0869; North East Units Scale Factor Converg. AI0869;SPC NC - 71,588.994 738,179.317 MT 0.99998552 +0 48 25.2 AI0869;SPC NC - 234,871.56 2,421,843.31 sFT 0.99998552 +0 48 25.2 AI0869;UTM 18 - 3,808,154.611 260,795.771 MT 1.00030535 -1 28 12.5 AI0869 AI0869! - Elev Factor x Scale Factor = Combined Factor AI0869!SPC NC - 1.00000542 x 0.99998552 = 0.99999094 AI0869!UTM 18 - 1.00000542 x 1.00030535 = 1.00031077 AI0869 AI0869 SUPERSEDED SURVEY CONTROL AI0869 AI0869.No superseded survey control is available for this station. AI0869 AI0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6079608155(NAD 83) AI0869_MARKER: DZ = AZIMUTH MARK DISK AI0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI0869_STAMPING: A 230 1988 AI0869_MARK LOGO: NCGS AI0869_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AI0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI0869+STABILITY: SURFACE MOTION AI0869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI0869+SATELLITE: SATELLITE OBSERVATIONS - 1988 AI0869 AI0869 HISTORY - Date Condition Report By AI0869 HISTORY - 1988 MONUMENTED NCGS AI0869 AI0869 STATION DESCRIPTION AI0869 AI0869'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB) AI0869'STATION IS LOCATED IN THE TOWN OF TOPSAIL BEACH. ALONG NC 50 FOR 3.70 AI0869'KM (2.30 MI) NORTHEAST FROM THE TOPSAIL BEACH TOWN HALL, OR 6.35 KM AI0869'(3.95 MI) SOUTHWEST FROM NC 210 IN SURF CITY, NEAR A LARGE ELECTRICAL AI0869'SUB-STATION. MARK IS ABOUT LEVEL WITH THE HIGHWAY AND RECESSED 4 AI0869'INCHES BELOW GROUND. LOCATED 6.71 M (22.01 FT) NORTH-NORTHWEST OF THE AI0869'CENTERLINE OF NC 50, 5.18 M (16.99 FT) WEST-SOUTHWEST OF THE AI0869'CENTERLINE OF SIDBURY STREET, 5.18 M (16.99 FT) EAST-SOUTHEAST OF THE AI0869'SOUTHEAST CORNER POST OF A CHAIN LINK FENCE, AND 6.28 M (20.60 FT) AI0869'EAST-NORTHEAST OF A POWER POLE WITH A REFERENCE TAG. REPORT OF 1997 AI0869'SHOWS MARK DESTROYED AND DISK RETRIEVED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1537 *********************************************************************** EA1537 DESIGNATION - ACRES EA1537 PID - EA1537 EA1537 STATE/COUNTY- NC/PENDER EA1537 USGS QUAD - HAMPSTEAD (1970) EA1537 EA1537 *CURRENT SURVEY CONTROL EA1537 ___________________________________________________________________ EA1537* NAD 83(1986)- 34 21 28.03190(N) 077 43 15.89925(W) ADJUSTED EA1537* NAVD 88 - 14.8 (meters) 49. (feet) VERTCON EA1537 ___________________________________________________________________ EA1537 LAPLACE CORR- -3.89 (seconds) DEFLEC99 EA1537 GEOID HEIGHT- -37.13 (meters) GEOID03 EA1537 EA1537 HORZ ORDER - SECOND EA1537 EA1537.The North Carolina HARNS have been completed but, EA1537.due to contractual restrictions, coordinates for these stations EA1537.will NOT be published in the near future. In the interim, the EA1537.published coordinates in North Carolina will not be EA1537.consistent with the Continuously Operating Reference Stations EA1537.(CORS). The HARN coordinates for these stations are available EA1537.upon request. Contact Gary Thompson(919-733-3836). EA1537. EA1537.In addition, the published North Carolina positions EA1537.(NAD 83 (1986)) are NOT consistent with those determined in EA1537.adjacent state readjustments. The discontinuity between stations EA1537.located in North Carolina and those in adjacent states EA1537.which have been adjusted to the HARN may be as much as 5 EA1537.decimeters. This will result in a significant loss of accuracy EA1537.over lines crossing such state borders. EA1537 EA1537 EA1537.The horizontal coordinates were established by classical geodetic methods EA1537.and adjusted by the National Geodetic Survey in January 1988. EA1537 EA1537.The NAVD 88 height was computed by applying the VERTCON shift value to EA1537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA1537 EA1537.The Laplace correction was computed from DEFLEC99 derived deflections. EA1537 EA1537.The geoid height was determined by GEOID03. EA1537 EA1537; North East Units Scale Factor Converg. EA1537;SPC NC - 68,181.924 727,251.972 MT 0.99999332 +0 44 17.4 EA1537;SPC NC - 223,693.53 2,385,992.51 sFT 0.99999332 +0 44 17.4 EA1537;UTM 18 - 3,805,183.132 249,737.888 MT 1.00037208 -1 32 11.3 EA1537 EA1537! - Elev Factor x Scale Factor = Combined Factor EA1537!SPC NC - 1.00000351 x 0.99999332 = 0.99999683 EA1537!UTM 18 - 1.00000351 x 1.00037208 = 1.00037559 EA1537 EA1537 SUPERSEDED SURVEY CONTROL EA1537 EA1537 NGVD 29 (01/20/88) 15.1 (m) 50. (f) VERT ANG EA1537 EA1537.Superseded values are not recommended for survey control. EA1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1537.See file dsdata.txt to determine how the superseded data were derived. EA1537 EA1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4973805183(NAD 83) EA1537_MARKER: DH = HORIZONTAL CONTROL DISK EA1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1537_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1537_STAMPING: ACRES 1984 EA1537_MARK LOGO: NCGS EA1537_MAGNETIC: O = OTHER; SEE DESCRIPTION EA1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1537+STABILITY: SURFACE MOTION EA1537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1537+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1999 EA1537 EA1537 HISTORY - Date Condition Report By EA1537 HISTORY - 1984 MONUMENTED NCGS EA1537 HISTORY - 19990630 SEE DESCRIPTION NCGS EA1537 HISTORY - 20050313 MARK NOT FOUND USPSQD EA1537 EA1537 STATION DESCRIPTION EA1537 EA1537'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) EA1537'STATION IS LOCATED ABOUT 1.3 KM (0.8 MI) SOUTHWEST OF HAMPSTEAD. EA1537' EA1537'ALONG US 17 FOR 1.3 KM (0.8 MI) SOUTHWEST FROM THE INTERSECTION WITH EA1537'NC 210 (IN HAMPSTEAD), AT THE INTERSECTION WITH SR 1582, AT THE EA1537'ENTRANCE TO WASHINGTON ACRES. EA1537' EA1537'THE STATION IS A STANDARD NCGS DISK STAMPED---ACRES 1984---, SET IN EA1537'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER, RECESSED 10 EA1537'CM BELOW GROUND. LOCATED EA1537'14.0 METERS (45.8 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF HIGHWAY, EA1537'9.3 METERS (30.6 FT) EAST-NORTHEAST OF CENTERLINE OF ROAD, EA1537'2.7 METERS (9.0 FT) WEST OF A 30 INCH PINE WITH REFERENCE TAG, EA1537'5.2 METERS (17.2 FT) WEST-SOUTHWEST OF A TELEPHONE JUNCTION BOX EA1537'(P 60), 30.3 METERS (99.3 FT) NORTH-NORTHEAST OF THE NORTHWEST EA1537'CORNER OF THE EAST BRICK COLUMN TO WASHINGTON ACRES, AND EA1537'14.0 METERS (46.0 FT) SOUTHEAST OF THE CENTERLINE INTERSECTION OF T EA1537'INTERSECTION. EA1537' EA1537'MARK IS ABOUT 1 FOOT BELOW CENTERLINE OF HIGHWAY. EA1537 EA1537 STATION RECOVERY (1999) EA1537 EA1537'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH) EA1537'NOT FOUND, MAY BE LOST. REFERENCES ARE GONE. REFERENCES OFF OF US 17 EA1537'AND SR 1582 INDICATE THAT AREA HAS BEEN DISTURBED AND POSSIBLE FILL. EA1537'IF STATION EXISTS IT IS BURIED WITH APPROXIMATELY, 2-FT OF SOIL. EA1537 EA1537 STATION RECOVERY (2005) EA1537 EA1537'RECOVERY NOTE BY US POWER SQUADRON 2005 EA1537'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2567 *********************************************************************** EA2567 DESIGNATION - ALEXANDER EA2567 PID - EA2567 EA2567 STATE/COUNTY- NC/PENDER EA2567 USGS QUAD - TOPSAIL (1970) EA2567 EA2567 *CURRENT SURVEY CONTROL EA2567 ___________________________________________________________________ EA2567* NAD 83(1986)- 34 23 34.74301(N) 077 37 31.84459(W) ADJUSTED EA2567* NAVD 88 - 1. (meters) 3. (feet) SCALED EA2567 ___________________________________________________________________ EA2567 LAPLACE CORR- -3.47 (seconds) DEFLEC99 EA2567 GEOID HEIGHT- -37.30 (meters) GEOID03 EA2567 EA2567 HORZ ORDER - THIRD EA2567 EA2567.The North Carolina HARNS have been completed but, EA2567.due to contractual restrictions, coordinates for these stations EA2567.will NOT be published in the near future. In the interim, the EA2567.published coordinates in North Carolina will not be EA2567.consistent with the Continuously Operating Reference Stations EA2567.(CORS). The HARN coordinates for these stations are available EA2567.upon request. Contact Gary Thompson(919-733-3836). EA2567. EA2567.In addition, the published North Carolina positions EA2567.(NAD 83 (1986)) are NOT consistent with those determined in EA2567.adjacent state readjustments. The discontinuity between stations EA2567.located in North Carolina and those in adjacent states EA2567.which have been adjusted to the HARN may be as much as 5 EA2567.decimeters. This will result in a significant loss of accuracy EA2567.over lines crossing such state borders. EA2567 EA2567 EA2567.The horizontal coordinates were established by classical geodetic methods EA2567.and adjusted by the National Geodetic Survey in July 1986. EA2567 EA2567.The orthometric height was scaled from a topographic map. EA2567 EA2567.The Laplace correction was computed from DEFLEC99 derived deflections. EA2567 EA2567.The geoid height was determined by GEOID03. EA2567 EA2567; North East Units Scale Factor Converg. EA2567;SPC NC - 72,203.437 735,989.163 MT 0.99998401 +0 47 35.9 EA2567;SPC NC - 236,887.44 2,414,657.78 sFT 0.99998401 +0 47 35.9 EA2567;UTM 18 - 3,808,855.820 258,631.052 MT 1.00031817 -1 29 01.6 EA2567 EA2567! - Elev Factor x Scale Factor = Combined Factor EA2567!SPC NC - 1.00000575 x 0.99998401 = 0.99998976 EA2567!UTM 18 - 1.00000575 x 1.00031817 = 1.00032392 EA2567 EA2567: Primary Azimuth Mark Grid Az EA2567:SPC NC - ATKINSON RESET 051 46 58.8 EA2567:UTM 18 - ATKINSON RESET 054 03 36.3 EA2567 EA2567|---------------------------------------------------------------------| EA2567| PID Reference Object Distance Geod. Az | EA2567| dddmmss.s | EA2567| EA2481 ATKINSON RESET APPROX. 1.1 KM 0523434.7 | EA2567|---------------------------------------------------------------------| EA2567 EA2567 SUPERSEDED SURVEY CONTROL EA2567 EA2567 NAD 27 - 34 23 34.13700(N) 077 37 32.94000(W) AD( ) 3 EA2567 EA2567.Superseded values are not recommended for survey control. EA2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2567.See file dsdata.txt to determine how the superseded data were derived. EA2567 EA2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5863108856(NAD 83) EA2567_MARKER: DS = TRIANGULATION STATION DISK EA2567_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE EA2567_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EA2567_MARK LOGO: CGS EA2567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA2567 EA2567 HISTORY - Date Condition Report By EA2567 HISTORY - 1914 MONUMENTED CGS EA2567 HISTORY - 1941 SEE DESCRIPTION USE EA2567 HISTORY - 1964 SEE DESCRIPTION CGS EA2567 EA2567 STATION DESCRIPTION EA2567 EA2567'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS) EA2567'STATION IS LOCATED AT THE INLAND SHORE OF TOPSAIL SOUND, ABOUT EA2567'2-1/2 MILES NORTHEASTERLY FROM NEW TOPSAIL INLET, ON A POINT EA2567'ABOUT 120 YARDS E OF ALEXANDERS LANDING, ABOUT AT HIGH-WATER MARK. EA2567' EA2567'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE EA2567'AT THE CENTER OF THE TOP OF A TILE. EA2567' EA2567'THERE IS A BLAZED OAK TREE ABOUT 10 YARDS W OF THE STATION. EA2567 EA2567 STATION RECOVERY (1941) EA2567 EA2567'RECOVERY NOTE BY US ENGINEERS 1941 EA2567'MONUMENT WAS FOUND ON SURFACE OF GROUND, IN VICINITY OF EA2567'DESCRIBED LOCATION. EA2567 EA2567 STATION RECOVERY (1964) EA2567 EA2567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA2567'DESTROYED. MONUMENT REPORTED FOUND ON THE SURFACE OF THE EA2567'GROUND BY USE IN 1941. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1992 *********************************************************************** EB1992 DESIGNATION - AMCO EB1992 PID - EB1992 EB1992 STATE/COUNTY- NC/PENDER EB1992 USGS QUAD - COSTIN (1984) EB1992 EB1992 *CURRENT SURVEY CONTROL EB1992 ___________________________________________________________________ EB1992* NAD 83(1986)- 34 34 29.76967(N) 078 05 58.20531(W) ADJUSTED EB1992* NAVD 88 - 17.1 (meters) 56. (feet) VERTCON EB1992 ___________________________________________________________________ EB1992 LAPLACE CORR- -3.56 (seconds) DEFLEC99 EB1992 GEOID HEIGHT- -35.98 (meters) GEOID03 EB1992 EB1992 HORZ ORDER - SECOND EB1992 EB1992.The North Carolina HARNS have been completed but, EB1992.due to contractual restrictions, coordinates for these stations EB1992.will NOT be published in the near future. In the interim, the EB1992.published coordinates in North Carolina will not be EB1992.consistent with the Continuously Operating Reference Stations EB1992.(CORS). The HARN coordinates for these stations are available EB1992.upon request. Contact Gary Thompson(919-733-3836). EB1992. EB1992.In addition, the published North Carolina positions EB1992.(NAD 83 (1986)) are NOT consistent with those determined in EB1992.adjacent state readjustments. The discontinuity between stations EB1992.located in North Carolina and those in adjacent states EB1992.which have been adjusted to the HARN may be as much as 5 EB1992.decimeters. This will result in a significant loss of accuracy EB1992.over lines crossing such state borders. EB1992 EB1992 EB1992.The horizontal coordinates were established by classical geodetic methods EB1992.and adjusted by the National Geodetic Survey in July 1986. EB1992 EB1992.The NAVD 88 height was computed by applying the VERTCON shift value to EB1992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB1992 EB1992.The Laplace correction was computed from DEFLEC99 derived deflections. EB1992 EB1992.The geoid height was determined by GEOID03. EB1992 EB1992; North East Units Scale Factor Converg. EB1992;SPC NC - 91,886.550 692,222.979 MT 0.99994185 +0 31 11.1 EB1992;SPC NC - 301,464.46 2,271,068.22 sFT 0.99994185 +0 31 11.1 EB1992;UTM 17 - 3,829,730.596 766,077.463 MT 1.00047272 +1 38 49.0 EB1992 EB1992! - Elev Factor x Scale Factor = Combined Factor EB1992!SPC NC - 1.00000296 x 0.99994185 = 0.99994481 EB1992!UTM 17 - 1.00000296 x 1.00047272 = 1.00047568 EB1992 EB1992|---------------------------------------------------------------------| EB1992| PID Reference Object Distance Geod. Az | EB1992| dddmmss.s | EB1992| EB1997 COSTIN 357.028 METERS 33645 | EB1992|---------------------------------------------------------------------| EB1992 EB1992 SUPERSEDED SURVEY CONTROL EB1992 EB1992 NAD 27 - 34 34 29.16182(N) 078 05 59.22991(W) AD( ) 2 EB1992 NGVD 29 (07/19/86) 17.4 (m) 57. (f) VERT ANG EB1992 EB1992.Superseded values are not recommended for survey control. EB1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1992.See file dsdata.txt to determine how the superseded data were derived. EB1992 EB1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6607729731(NAD 83) EB1992_MARKER: DE = TRAVERSE STATION DISK EB1992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1992_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB1992_STAMPING: AMCO 1973 EB1992_MARK LOGO: NCGS EB1992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1992+STABILITY: SURFACE MOTION EB1992 EB1992 HISTORY - Date Condition Report By EB1992 HISTORY - 1973 MONUMENTED NCGS EB1992 EB1992 STATION DESCRIPTION EB1992 EB1992'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB1992'AMCO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB1992'VICINITY OF ATKINSON, NORTH CAROLINA. EB1992' EB1992'AMCO IS LOCATED APPROXIMATELY 5.1 MILE NE OF ATKINSON, AND 6.5 MILES EB1992'SSW OF PENDERLEA. TO REACH STATION FROM THE INTERSECTION OF US 421 EB1992'WITH NC 53 (WARDS CORNER) WEST OF BURGAW, GO NORTH ON US 421 FOR EB1992'3.3 MILES TO STATION ON THE RIGHT, 0.35 MILES SOUTH OF INTERSECTION EB1992'WITH SR 1128, AND IN THE SE CORNER OF GRASSY ISLAND IN FRONT OF A EB1992'WHITE HOUSE BESIDE A STORE. EB1992' EB1992'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED AMCO EB1992'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB1992'FLUSH WITH THE GROUND. EB1992' EB1992'MARK IS EB1992' EB1992'45.1 FEET ENE OF C/L OF 421. EB1992'52.0 FEET NW OF THE NORTH END OF GAS ISLAND. EB1992'7.7 FEET WNW OF PP NO. 11169 W/ALUMINUM REF. TAG. EB1992'68.4 FEET SW OF THE SW CORNER OF WHITE HOUSE. EB1992'2.8 FEET WNW OF THE SE CORNER OF CURVE. EB1992'64.1 FEET SSE OF THE SOUTH END OF 18 INCH CULVERT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0973 *********************************************************************** EA0973 DESIGNATION - ANN EA0973 PID - EA0973 EA0973 STATE/COUNTY- NC/PENDER EA0973 USGS QUAD - PIN HOOK (1981) EA0973 EA0973 *CURRENT SURVEY CONTROL EA0973 ___________________________________________________________________ EA0973* NAD 83(1986)- 34 38 14.65859(N) 077 45 04.81815(W) ADJUSTED EA0973* NAVD 88 - 5.857 (meters) 19.22 (feet) ADJUSTED EA0973 ___________________________________________________________________ EA0973 LAPLACE CORR- -3.47 (seconds) DEFLEC99 EA0973 GEOID HEIGHT- -36.77 (meters) GEOID03 EA0973 DYNAMIC HT - 5.852 (meters) 19.20 (feet) COMP EA0973 MODELED GRAV- 979,671.4 (mgal) NAVD 88 EA0973 EA0973 HORZ ORDER - SECOND EA0973 VERT ORDER - SECOND CLASS II EA0973 EA0973.The North Carolina HARNS have been completed but, EA0973.due to contractual restrictions, coordinates for these stations EA0973.will NOT be published in the near future. In the interim, the EA0973.published coordinates in North Carolina will not be EA0973.consistent with the Continuously Operating Reference Stations EA0973.(CORS). The HARN coordinates for these stations are available EA0973.upon request. Contact Gary Thompson(919-733-3836). EA0973. EA0973.In addition, the published North Carolina positions EA0973.(NAD 83 (1986)) are NOT consistent with those determined in EA0973.adjacent state readjustments. The discontinuity between stations EA0973.located in North Carolina and those in adjacent states EA0973.which have been adjusted to the HARN may be as much as 5 EA0973.decimeters. This will result in a significant loss of accuracy EA0973.over lines crossing such state borders. EA0973 EA0973 EA0973.The horizontal coordinates were established by classical geodetic methods EA0973.and adjusted by the National Geodetic Survey in July 1986. EA0973 EA0973.The orthometric height was determined by differential leveling EA0973.and adjusted by the National Geodetic Survey in June 1991. EA0973 EA0973.The Laplace correction was computed from DEFLEC99 derived deflections. EA0973 EA0973.The geoid height was determined by GEOID03. EA0973 EA0973.The dynamic height is computed by dividing the NAVD 88 EA0973.geopotential number by the normal gravity value computed on the EA0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0973.degrees latitude (g = 980.6199 gals.). EA0973 EA0973.The modeled gravity was interpolated from observed gravity values. EA0973 EA0973; North East Units Scale Factor Converg. EA0973;SPC NC - 99,161.259 724,078.728 MT 0.99992967 +0 43 14.5 EA0973;SPC NC - 325,331.56 2,375,581.63 sFT 0.99992967 +0 43 14.5 EA0973;UTM 18 - 3,836,277.189 247,798.771 MT 1.00038405 -1 33 52.7 EA0973 EA0973! - Elev Factor x Scale Factor = Combined Factor EA0973!SPC NC - 1.00000485 x 0.99992967 = 0.99993452 EA0973!UTM 18 - 1.00000485 x 1.00038405 = 1.00038891 EA0973 EA0973|---------------------------------------------------------------------| EA0973| PID Reference Object Distance Geod. Az | EA0973| dddmmss.s | EA0973| EA1083 RUTH 380.364 METERS 05803 | EA0973|---------------------------------------------------------------------| EA0973 EA0973 SUPERSEDED SURVEY CONTROL EA0973 EA0973 NAD 27 - 34 38 14.05135(N) 077 45 05.88596(W) AD( ) 2 EA0973 NGVD 29 (??/??/92) 6.158 (m) 20.20 (f) ADJ UNCH 2 2 EA0973 EA0973.Superseded values are not recommended for survey control. EA0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0973.See file dsdata.txt to determine how the superseded data were derived. EA0973 EA0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4779936277(NAD 83) EA0973_MARKER: DD = SURVEY DISK EA0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA0973_STAMPING: ANN 1974 EA0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0973+STABILITY: SURFACE MOTION EA0973 EA0973 HISTORY - Date Condition Report By EA0973 HISTORY - 1974 MONUMENTED NCGS EA0973 HISTORY - 1975 GOOD NCGS EA0973 EA0973 STATION DESCRIPTION EA0973 EA0973'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA0973'ANN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EA0973'VICINITY OF BURGAW, NORTH CAROLINA. EA0973' EA0973'ANN IS LOCATED APPROXIMATELY 11.3 MILES ENE OF BURGAW, AND 3.8 EA0973'MILES WSW OF MAPLE HILL. TO REACH STATION FROM INTERSECTION OF EA0973'NC 53 AND NC 50 NORTHWEST OF MAPLE HILL, PROCEED WESTERLY ALONG EA0973'NC 53 FOR 3.6 MILES TO STATION ON LEFT IN SOUTH SHOULDER, NEAR A EA0973'WOODS ROAD, AND 1.75 MILES SOUTHWEST OF A BRIDGE OVER ANGOLA EA0973'CREEK. EA0973' EA0973'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0973'ANN 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EA0973'IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EA0973' EA0973'MARK IS 17.7 FT S OF C/L OF NC 53 EA0973' EA0973'58.3 FT E OF C/L OF WOODS ROAD EA0973' EA0973'48.8 FT W OF C/L OF A DITCH EA0973' EA0973'31.1 FT N OF SUPPORT POLE WITH ALUMINUM REF. TAG EA0973' EA0973'69.4 FT S OF PP WITH ALUMINUM REF. TAG EA0973 EA0973 STATION RECOVERY (1975) EA0973 EA0973'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0973'3.8 MI WSW FROM MAPLE HOLL. EA0973'STATION IS LOCATED APPROXIMATELY 11.3 MILES ENE OF BURGAW. TO REACH EA0973'STATION FROM INTERSECTION OF NC 53 AND NC 50 NORTHWEST OF MAPLE HILL, EA0973'PROCEED WESTERLY ALONG NC 53 FOR 3.6 MILES TO STATION ON LEFT IN SOUTH EA0973'SHOULDER NEAR A WOODS ROAD, AND 1.75 MILES SOUTHWEST OF A BRIDGE OVER EA0973'ANGOLA CREEK. 17.7 FT. S OF C/L OF NC 53, 58.3 FT. E OF C/L OF WOODS EA0973'ROAD, 48.8 FT. W OF C/L OF A DITCH, 31.1 FT. N OF SUPPORT POLE WITH EA0973'ALUMINUM REF. TAG, AND 69.4 FT. S OF PP WITH ALUMINUM REF. TAG. DISK EA0973'IS SET IN CONCRETE CYLINDER, THE TOP OF WHICH IS 3 INCHES BELOW THE EA0973'GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1538 *********************************************************************** EA1538 DESIGNATION - ANTIQUE EA1538 PID - EA1538 EA1538 STATE/COUNTY- NC/PENDER EA1538 USGS QUAD - HAMPSTEAD (1970) EA1538 EA1538 *CURRENT SURVEY CONTROL EA1538 ___________________________________________________________________ EA1538* NAD 83(1986)- 34 21 03.12598(N) 077 43 46.56687(W) ADJUSTED EA1538* NAVD 88 - 16.2 (meters) 53. (feet) VERTCON EA1538 ___________________________________________________________________ EA1538 LAPLACE CORR- -3.95 (seconds) DEFLEC99 EA1538 GEOID HEIGHT- -37.12 (meters) GEOID03 EA1538 EA1538 HORZ ORDER - SECOND EA1538 EA1538.The North Carolina HARNS have been completed but, EA1538.due to contractual restrictions, coordinates for these stations EA1538.will NOT be published in the near future. In the interim, the EA1538.published coordinates in North Carolina will not be EA1538.consistent with the Continuously Operating Reference Stations EA1538.(CORS). The HARN coordinates for these stations are available EA1538.upon request. Contact Gary Thompson(919-733-3836). EA1538. EA1538.In addition, the published North Carolina positions EA1538.(NAD 83 (1986)) are NOT consistent with those determined in EA1538.adjacent state readjustments. The discontinuity between stations EA1538.located in North Carolina and those in adjacent states EA1538.which have been adjusted to the HARN may be as much as 5 EA1538.decimeters. This will result in a significant loss of accuracy EA1538.over lines crossing such state borders. EA1538 EA1538 EA1538.The horizontal coordinates were established by classical geodetic methods EA1538.and adjusted by the National Geodetic Survey in January 1988. EA1538 EA1538.The NAVD 88 height was computed by applying the VERTCON shift value to EA1538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA1538 EA1538.The Laplace correction was computed from DEFLEC99 derived deflections. EA1538 EA1538.The geoid height was determined by GEOID03. EA1538 EA1538; North East Units Scale Factor Converg. EA1538;SPC NC - 67,404.489 726,478.172 MT 0.99999519 +0 43 59.6 EA1538;SPC NC - 221,142.89 2,383,453.80 sFT 0.99999519 +0 43 59.6 EA1538;UTM 18 - 3,804,436.734 248,933.538 MT 1.00037705 -1 32 27.6 EA1538 EA1538! - Elev Factor x Scale Factor = Combined Factor EA1538!SPC NC - 1.00000328 x 0.99999519 = 0.99999847 EA1538!UTM 18 - 1.00000328 x 1.00037705 = 1.00038033 EA1538 EA1538 SUPERSEDED SURVEY CONTROL EA1538 EA1538 NGVD 29 (01/20/88) 16.5 (m) 54. (f) VERT ANG EA1538 EA1538.Superseded values are not recommended for survey control. EA1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1538.See file dsdata.txt to determine how the superseded data were derived. EA1538 EA1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4893404437(NAD 83) EA1538_MARKER: DH = HORIZONTAL CONTROL DISK EA1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1538_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1538_STAMPING: ANTIQUE 1984 EA1538_MARK LOGO: NCGS EA1538_MAGNETIC: O = OTHER; SEE DESCRIPTION EA1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1538+STABILITY: SURFACE MOTION EA1538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1538+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1999 EA1538 EA1538 HISTORY - Date Condition Report By EA1538 HISTORY - 1984 MONUMENTED NCGS EA1538 HISTORY - 19990630 SEE DESCRIPTION NCGS EA1538 HISTORY - 20050313 MARK NOT FOUND USPSQD EA1538 EA1538 STATION DESCRIPTION EA1538 EA1538'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) EA1538'STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) SOUTHWEST OF HAMPSTEAD. EA1538' EA1538'ALONG US 17 FOR 2.3 KM (1.45 MI) SOUTHWEST FROM INTERSECTION WITH EA1538'NC 210 (IN HAMPSTEAD), OPPOSITE A SOIL GRADE CROSSING, AND NEAR EA1538'MCFADENS ANTIQUE SHOP. EA1538' EA1538'THE STATION IS STANDARD NCGS DISK STAMPED---ANTIQUE 1984---, SET IN EA1538'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER, RECESSED EA1538'10 CM BELOW GROUND. LOCATED EA1538'9.3 METER (30.5 FT) SOUTHEAST OF CENTERLINE OF HIGHWAY, EA1538'22.3 METERS (73.3 FT) NORTHEAST OF A TELEPHONE PEDESTAL (P 51), EA1538'27.9 METERS (91.5 FT) SOUTHEAST OF A RAILROAD CROSSING SIGN WITH EA1538'REFERENCE TAG, 64.2 METERS (210.6 FT) NORTHEAST OF THE CENTER OF A EA1538'DRIVEWAY, AND 32.6 METERS (107.1 FT) EAST-SOUTHEAST OF THE WEST END EA1538'OF A DRIVEWAY CULVERT. EA1538' EA1538'MARK IS ABOUT 0.5 FOOT BELOW CENTERLINE OF HIGHWAY. EA1538 EA1538 STATION RECOVERY (1999) EA1538 EA1538'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH) EA1538'NOT FOUND, PROBABLY LOST DUE TO HIGHWAY IMPROVEMENTS. AREA HAS BEEN EA1538'RECONSTRUCTED, REFERENCES AND RAILROAD ARE GONE. EA1538 EA1538 STATION RECOVERY (2005) EA1538 EA1538'RECOVERY NOTE BY US POWER SQUADRON 2005 EA1538'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0972 *********************************************************************** EA0972 DESIGNATION - ARLENE EA0972 PID - EA0972 EA0972 STATE/COUNTY- NC/PENDER EA0972 USGS QUAD - BURGAW (1988) EA0972 EA0972 *CURRENT SURVEY CONTROL EA0972 ___________________________________________________________________ EA0972* NAD 83(1986)- 34 35 19.41865(N) 077 53 23.10428(W) ADJUSTED EA0972* NAVD 88 - 10.530 (meters) 34.55 (feet) ADJUSTED EA0972 ___________________________________________________________________ EA0972 LAPLACE CORR- -3.91 (seconds) DEFLEC99 EA0972 GEOID HEIGHT- -36.48 (meters) GEOID03 EA0972 DYNAMIC HT - 10.520 (meters) 34.51 (feet) COMP EA0972 MODELED GRAV- 979,674.9 (mgal) NAVD 88 EA0972 EA0972 HORZ ORDER - SECOND EA0972 VERT ORDER - SECOND CLASS II EA0972 EA0972.The North Carolina HARNS have been completed but, EA0972.due to contractual restrictions, coordinates for these stations EA0972.will NOT be published in the near future. In the interim, the EA0972.published coordinates in North Carolina will not be EA0972.consistent with the Continuously Operating Reference Stations EA0972.(CORS). The HARN coordinates for these stations are available EA0972.upon request. Contact Gary Thompson(919-733-3836). EA0972. EA0972.In addition, the published North Carolina positions EA0972.(NAD 83 (1986)) are NOT consistent with those determined in EA0972.adjacent state readjustments. The discontinuity between stations EA0972.located in North Carolina and those in adjacent states EA0972.which have been adjusted to the HARN may be as much as 5 EA0972.decimeters. This will result in a significant loss of accuracy EA0972.over lines crossing such state borders. EA0972 EA0972 EA0972.The horizontal coordinates were established by classical geodetic methods EA0972.and adjusted by the National Geodetic Survey in July 1986. EA0972 EA0972.The orthometric height was determined by differential leveling EA0972.and adjusted by the National Geodetic Survey in June 1991. EA0972 EA0972.The Laplace correction was computed from DEFLEC99 derived deflections. EA0972 EA0972.The geoid height was determined by GEOID03. EA0972 EA0972.The dynamic height is computed by dividing the NAVD 88 EA0972.geopotential number by the normal gravity value computed on the EA0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0972.degrees latitude (g = 980.6199 gals.). EA0972 EA0972.The modeled gravity was interpolated from observed gravity values. EA0972 EA0972; North East Units Scale Factor Converg. EA0972;SPC NC - 93,611.186 711,449.969 MT 0.99993906 +0 38 26.9 EA0972;SPC NC - 307,122.70 2,334,148.77 sFT 0.99993906 +0 38 26.9 EA0972;UTM 18 - 3,831,232.296 234,952.581 MT 1.00046597 -1 38 29.1 EA0972 EA0972! - Elev Factor x Scale Factor = Combined Factor EA0972!SPC NC - 1.00000407 x 0.99993906 = 0.99994313 EA0972!UTM 18 - 1.00000407 x 1.00046597 = 1.00047005 EA0972 EA0972: Primary Azimuth Mark Grid Az EA0972:SPC NC - SAUNDERS 050 25 20.3 EA0972:UTM 18 - SAUNDERS 052 42 16.3 EA0972 EA0972|---------------------------------------------------------------------| EA0972| PID Reference Object Distance Geod. Az | EA0972| dddmmss.s | EA0972| EA1103 SAUNDERS APPROX. 0.7 KM 0510347.2 | EA0972|---------------------------------------------------------------------| EA0972 EA0972 SUPERSEDED SURVEY CONTROL EA0972 EA0972 NAD 27 - 34 35 18.82378(N) 077 53 24.14453(W) AD( ) 2 EA0972 NGVD 29 (??/??/92) 10.824 (m) 35.51 (f) ADJ UNCH 2 2 EA0972 EA0972.Superseded values are not recommended for survey control. EA0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0972.See file dsdata.txt to determine how the superseded data were derived. EA0972 EA0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3495331232(NAD 83) EA0972_MARKER: DD = SURVEY DISK EA0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA0972_STAMPING: ARLENE 1974 EA0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0972+STABILITY: SURFACE MOTION EA0972 EA0972 HISTORY - Date Condition Report By EA0972 HISTORY - 1974 MONUMENTED NCGS EA0972 HISTORY - 1975 GOOD NCGS EA0972 EA0972 STATION DESCRIPTION EA0972 EA0972'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA0972'ARLENE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA0972'THE VICINITY OF BURGAW, NORTH CAROLINA. EA0972' EA0972'ARLENE IS LOCATED APPROXIMATELY 3.3 MILES NORTHEAST OF BURGAW. TO EA0972'REACH STATION FROM THE INTERSECTION OF U.S. 117 BYPASS WITH NC 53 EA0972'AT NORTHEAST EDGE OF BURGAW, PROCEED NORTHEAST ALONG NC 53 FOR 2.8 EA0972'MILES TO STATION ON LEFT IN NORTHWEST SHOULDER AT THE END OF A EA0972'WOODS LINE MARKING A FIELD BOUNDARY, AND 0.35 MILE SOUTHWEST OF EA0972'INTERSECTION WITH SR 1504 (N). EA0972' EA0972'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0972'ARLENE 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA0972'WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EA0972' EA0972'MARK IS 18.3 FT NW OF C/L OF NC 53 EA0972' EA0972'20.8 FT SE OF PP 16-46-7 WITH ALUMINUM REF. TAG EA0972' EA0972'27.3 FT E OF LARGER OF TWO TELEPHONE PEDESTALS EA0972' EA0972'57.1 FT S OF 8 INCH GUM TREE WITH ALUMINUM REF. TAG EA0972' EA0972'55.4 FT E OF 20 INCH PINE WITH ALUMINUM REF. TAG EA0972 EA0972 STATION RECOVERY (1975) EA0972 EA0972'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0972'3.3 MI NE FROM BURGAW. EA0972'TO REACH STATION FROM INTERSECTION OF US 117 BYPASS WITH NC 53 AT EA0972'NORTHEAST EDGE OF BURGAW, PROCEED NORTHEAST ALONG NC 53 FOR 2.8 MILES EA0972'TO STATION ON LEFT IN NORTHWEST SHOULDER, AT THE END OF A WOODS LINE EA0972'MARKING A FIELD BOUNDARY, AND 0.35 MILE SOUTHWEST OF INTERSECTION WITH EA0972'SR 1504 (N). 18.3 FT. NW OF C/L OF NC 53, 20.8 FT. SE OF PP 16-46-7 EA0972'WITH ALUMINUM REF. TAG, 27.3 FT. E OF LARGER OF 2 TELEPHONE PEDESTALS, EA0972'57.1 FT. S OF 8 INCH GUM WITH ALUMINUM REF. TAG AND 55.4 FT. E OF 20 EA0972'INCH PINE WITH ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER, 4 EA0972'INCHES BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2481 *********************************************************************** EA2481 DESIGNATION - ATKINSON RESET EA2481 PID - EA2481 EA2481 STATE/COUNTY- NC/PENDER EA2481 USGS QUAD - HOLLY RIDGE (1997) EA2481 EA2481 *CURRENT SURVEY CONTROL EA2481 ___________________________________________________________________ EA2481* NAD 83(1986)- 34 23 57.10961(N) 077 36 56.58003(W) ADJUSTED EA2481* NAVD 88 - 2. (meters) 7. (feet) SCALED EA2481 ___________________________________________________________________ EA2481 LAPLACE CORR- -3.27 (seconds) DEFLEC99 EA2481 GEOID HEIGHT- -37.32 (meters) GEOID03 EA2481 EA2481 HORZ ORDER - FIRST EA2481 EA2481.The North Carolina HARNS have been completed but, EA2481.due to contractual restrictions, coordinates for these stations EA2481.will NOT be published in the near future. In the interim, the EA2481.published coordinates in North Carolina will not be EA2481.consistent with the Continuously Operating Reference Stations EA2481.(CORS). The HARN coordinates for these stations are available EA2481.upon request. Contact Gary Thompson(919-733-3836). EA2481. EA2481.In addition, the published North Carolina positions EA2481.(NAD 83 (1986)) are NOT consistent with those determined in EA2481.adjacent state readjustments. The discontinuity between stations EA2481.located in North Carolina and those in adjacent states EA2481.which have been adjusted to the HARN may be as much as 5 EA2481.decimeters. This will result in a significant loss of accuracy EA2481.over lines crossing such state borders. EA2481 EA2481 EA2481.The horizontal coordinates were established by classical geodetic methods EA2481.and adjusted by the National Geodetic Survey in July 1986. EA2481 EA2481.The orthometric height was scaled from a topographic map. EA2481 EA2481.The Laplace correction was computed from DEFLEC99 derived deflections. EA2481 EA2481.The geoid height was determined by GEOID03. EA2481 EA2481; North East Units Scale Factor Converg. EA2481;SPC NC - 72,905.074 736,880.237 MT 0.99998241 +0 47 56.3 EA2481;SPC NC - 239,189.40 2,417,581.24 sFT 0.99998241 +0 47 56.3 EA2481;UTM 18 - 3,809,521.716 259,549.608 MT 1.00031272 -1 28 42.5 EA2481 EA2481! - Elev Factor x Scale Factor = Combined Factor EA2481!SPC NC - 1.00000559 x 0.99998241 = 0.99998800 EA2481!UTM 18 - 1.00000559 x 1.00031272 = 1.00031831 EA2481 EA2481: Primary Azimuth Mark Grid Az EA2481:SPC NC - ATKINSON RM 3 AZIMUTH 314 01 18.0 EA2481:UTM 18 - ATKINSON RM 3 AZIMUTH 316 17 56.8 EA2481 EA2481|---------------------------------------------------------------------| EA2481| PID Reference Object Distance Geod. Az | EA2481| dddmmss.s | EA2481| EA3166 ATKINSON RM 2 26.880 METERS 26821 | EA2481| EA3165 ATKINSON RM 13.951 METERS 27739 | EA2481| EA3167 ATKINSON RM 3 AZIMUTH 3144914.3 | EA2481| EA3168 ATKINSON RM 4 29.770 METERS 34855 | EA2481|---------------------------------------------------------------------| EA2481 EA2481 SUPERSEDED SURVEY CONTROL EA2481 EA2481 NAD 27 - 34 23 56.50400(N) 077 36 57.67800(W) AD( ) 1 EA2481 EA2481.Superseded values are not recommended for survey control. EA2481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2481.See file dsdata.txt to determine how the superseded data were derived. EA2481 EA2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5955009522(NAD 83) EA2481_MARKER: DS = TRIANGULATION STATION DISK EA2481_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EA2481_SP_SET: TOP OF METAL PIPE IN CONCRETE EA2481_STAMPING: ATKINSON 1914-1932 EA2481_MARK LOGO: CGS EA2481 EA2481 HISTORY - Date Condition Report By EA2481 HISTORY - 1932 MONUMENTED CGS EA2481 HISTORY - 1933 SEE DESCRIPTION CGS EA2481 HISTORY - 1947 GOOD CGS EA2481 HISTORY - 1962 GOOD CGS EA2481 HISTORY - 1964 GOOD CGS EA2481 HISTORY - 1974 GOOD NGS EA2481 HISTORY - 1980 GOOD USE EA2481 HISTORY - 1983 GOOD USPSQD EA2481 EA2481 STATION DESCRIPTION EA2481 EA2481'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RPS) EA2481'ON BACK SIDE OF TOPSAIL SOUND, ABOUT 5 MILES NORTHEAST OF HAMPSTEAD, EA2481'ABOUT THREE-FOURTHS MILE SOUTHEAST OF VIRGINIA CREEK, AT DICK JONES EA2481'LANDING, AND ABOUT 10 YARDS FROM HIGH WATER MARK. TO REACH FROM EA2481'HAMPSTEAD, GO NORTHEAST 5 MILES ON UNITED STATES ROUTE 17 TO EA2481'WOODSIDE (VISTA POST OFFICE), TURN ONTO ROAD LEADING SOUTHEAST OFF EA2481'MAIN HIGHWAY OPPOSITE RAILROAD STATION, CONTINUE 0.3 MILE, KEEP MAIN EA2481'ROAD AHEAD AT DIM RIGHT FORK, CONTINUE 0.65 MILE TO TUMBLEDOWN EA2481'BUILDING, KEEP MAIN ROAD AT DIM RIGHT FORK, PROCEED ONE FOURTH MILE EA2481'TAKE LEFT FORK ON LEFT SIDE OF FENCE ABOUT 250 FEET BEYOND LARGE EA2481'HOUSE ON LEFT, FOLLOW ALONG FENCE 0.45 MILE TO LEFT FORK AT END OF EA2481'FIELD, AND FOLLOW THIS ROAD 0.7 MILE TO LANDING. EA2481' EA2481'STATION, ESTABLISHED IN 1914, EA2481'WAS MARKED WITH STANDARD DISK STATION MARK IN TILE AND CONCRETE. EA2481'IT WAS REMARKED IN 1932 IN EXACTLY SAME POSITION WITH EA2481'STANDARD DISK STATION MARKS IN CONCRETE. EA2481'NEW MARKS WERE STAMPED---ATKINSON 1914-1932---. EA2481' EA2481'REFERENCE MARK, ESTABLISHED IN 1914, EA2481'IS TILE FILLED WITH AND SET IN CEMENT, ON EDGE OF WOODS, EA2481'AND 45.77 FEET FROM STATION N 82 DEG 21 MIN W. EA2481'IT WAS FOUND TO BE IN POOR CONDITION IN 1932. EA2481' EA2481'THREE REFERENCE MARKS, STANDARD REFERENCE DISKS IN CONCRETE, EA2481'WERE ESTABLISHED IN 1932. EA2481' EA2481'REFERENCE MARK NO.2 IS 88.15 FEET FROM STATION. EA2481' EA2481'REFERENCE MARK NO.3 IS 4 METERS (13 FEET) WEST OF CENTER LINE EA2481'OF SANDY ROAD, AND APPROXIMATELY 0.2 MILE FROM EA2481'STATION N 45 DEG 11 MIN W. EA2481' EA2481'REFERENCE MARK NO.4 IS 98.5 FEET FROM STATION. EA2481 EA2481 STATION RECOVERY (1947) EA2481 EA2481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CRR) EA2481'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN EA2481'GOOD CONDITION WITH THE EXCEPTION OF RM NO.1 WHICH COULD NOT BE EA2481'FOUND AND RM NO.3 WHICH HAD BEEN RUN OVER BY A TRACTOR AND MOVED EA2481'SLIGHTLY. A COMPLETE NEW DISCRIPTION FOLLOWS-- EA2481' EA2481'THE STATION IS LOCATED ABOUT 25 MILES NORTHEAST OF WILMINGTON AND 8 EA2481'MILES SOUTH OF HOLLY RIDGE ON THE WEST EDGE OF THE INLAND WATERWAY EA2481'ABOUT 10 FEET WEST OF HIGH WATER. THE MARK PROJECTS ABOUT 10 EA2481'INCHES AND THE DISK IS STAMPED---ATKINSON 1914-1932---. EA2481' EA2481'REFERENCE MARK NO.2 IS 88.19 FEET SOUTHWEST OF THE STATION AND ABOUT EA2481'40 FEET WEST OF HIGH WATER. THE MARK PROJECTS ABOUT 10 INCHES AND EA2481'THE DISK IS STAMPED---ATKINSON NO 2 1932---. EA2481' EA2481'REFERENCE MARK NO.3 WAS USED AS AN AZIMUTH MARK. IT IS APPROXIMATELY EA2481'0.2 MILE WEST OF THE STATION AND 15 FEET SOUTH OF A TRACK ROAD. THE EA2481'MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS EA2481'STAMPED---ATKINS NO 3 1932---. EA2481' EA2481'REFERENCE MARK NO.4 IS 97.67 FEET NORTHWEST OF THE STATION AND 10 EA2481'FEET SOUTH OF THE TRACK ROAD LEADING TO THE STATION. THE MARK EA2481'PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED---ATKINSON NO 4 EA2481'1932---. EA2481' EA2481'TO REACH THE STATION FROM THE POST OFFICE IN HOLLY RIDGE, GO EA2481'SOUTHWEST ON U.S. HIGHWAY 17 FOR 06.4 MILES, TURN LEFT ON A MAIN EA2481'TRAVELLED DIRT ROAD FOR 01.85 MILES, TAKE RIGHT FORK FOR 0.2 MILES, EA2481'TURN RIGHT ON TRACK ROAD FOR 0.7 MILES AND TURN LEFT ALONG EDGE EA2481'OF FIELD JUST BEFORE COMING TO WHITE HOUSE ON THE RIGHT. GO ALONG EA2481'EDGE OF FIELD FOR 0.45 MILE TO THE AZIMUTH MARK (R.M. NO. 3) ON THE EA2481'RIGHT AS DESCRIBED. EA2481' EA2481'CONTINUE STRAIGHT AHEAD TO EDGE OF WOODS, BEARING LEFT, THEN RIGHT EA2481'THRU WOODS TO THE BEACH AND THE STATION AS DESCRIBED. EA2481 EA2481 STATION RECOVERY (1962) EA2481 EA2481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB) EA2481'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION. NO REFERENCE EA2481'MARKS WERE FOUND BUT THE DENSITY OF BRIARS AND UNDER BRUSH WOULD EA2481'MAKE RECOVERY VERY DIFFUCULT FOR ONE MAN. THE STATION MARK IS 6 EA2481'FEET SOUTHWEST OF OF A SQUARE FENCE POST THAT IS THE MOST EA2481'EASTERLY POST IN FENCE LINE. EA2481' EA2481'TO REACH FROM HOLLY RIDGE, FROM THE POST OFFICE, GO SOUTHWEST ON U.S. EA2481'HIGHWAY 17 FOR 6.4 MILES TO A T ROAD LEFT, TURN AND GO 1.85 MILES TO EA2481'FORKS, TAKE RIGHT FORK ON SAND ROAD FOR 0.1 MILE TO FORKS, TAKE EA2481'RIGHT FORK FOR 0.1 MILE, BEAR RIGHT AND CONTINUE ON MAIN ROAD FOR EA2481'0.85 MILE TO A PRIVATE ROAD ON THE LEFT, TURN LEFT AND FOLLOW ROAD EA2481'ALONG EDGE OF FIELD FOR 0.4 MILE TO A WHITE COTTAGE ON THE LEFT, EA2481'CONTINUE SOUTHEAST ON TRACK ROAD FOR 0.1 MILE, TURN LEFT AND FOLLOW EA2481'ROAD ALONG EDGE OF FIELD FOR 0.15 MILE TO A FENCE LINE BUT WITH EA2481'OLD RAILROAD TIES AND END OF TRUCK TRAVEL. WALK TO THE RIGHT EA2481'(SOUTHEAST) ALONG FENCE LINE TO STATION NEAR THE SOUND. EA2481 EA2481 STATION RECOVERY (1964) EA2481 EA2481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA2481'THE STATION MARK, R.M. 2 AND R.M. 4 WERE RECOVERED IN GOOD CONDITION. EA2481'THE AZIMUTH MARK, R.M. 3 WAS NOT SEARCHED FOR AS NO TRACE OF TRACK EA2481'ROAD COULD BE FOUND. THE DISTANCES TO R.M. 2 AND R.M. 4 WERE EA2481'VERIFIED . THE DESCRIPTION BY C.R.R. IN 1947 IS ADEQUATE WITH THE EA2481'FOLLOWING ADDITIONS-- EA2481' EA2481'THE STATION IS STAMPED ATKINSON 1914 1932 AND PROJECTS ABOUT 10 EA2481'INCHES. THE MARK IS 7 FEET WEST OF HIGH WATER LINE AND 4.0 FEET EA2481'SOUTH OF A METAL WITNESS POST. EA2481' EA2481'R.M. 2 IS STAMPED ATKINSON NO 2 1932 AND PROJECTS ABOUT 10 INCHES. EA2481'THE R.M. IS 27 FEET WEST OF HIGH WATER LINE. EA2481' EA2481'R.M. NO. 4 IS STAMPED ATKINSON NO 4 1932 AND PROJECTS ABOUT 4 INCHES. EA2481'THE MARK WAS FOUND IN HEAVY BRUSH. NO TRACE OF TRACK ROAD MENTIONED EA2481'IN DESCRIPTIONS COULD BE FOUND. EA2481' EA2481'THE TO REACH WAS NOT VERIFIED AS THE STATION WAS VISITED BY BOAT. EA2481 EA2481 STATION RECOVERY (1974) EA2481 EA2481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RST) EA2481'STATION AND REFERENCE MARK 2 RECOVERED IN GOOD CONDITION. THE OTHER EA2481'REFERENCE MARKS WERE NOT SEARCHED FOR TO REACH FROM THE POST OFFICE EA2481'AT W HAMPSTEAD, GO NORTHEAST ON U.S. HIGHWAY 17 FOR 4.6 MILES. TURN EA2481'RIGHT AND GO SOUTHEASTERLY ON COUNTY ROAD 1563 (PAVED) FOR 2.0 EA2481'MILES TO PRIVATE DIRT DRIVE. TURN RIGHT, AND GO 0.5 MILE TO EA2481'PRIVATE BUILDINGS AT WATERS EDGES WALK NORTHEAST ABOUT 300 EA2481'YARDS ALONG THE EASTERLY EDGE OF A CULTIVATED FIELD TO A HEDGE EA2481'FENCE ROW WHICH IS THE BORDER BETWEEN TWO FARMS. TURN RIGHT, AND EA2481'FOLLOW OLD FENCE LINE SOUTHEAST ABOUT 100 YARDS THROUGH A THICK EA2481'WOODS TO EDGE OF WATER, AND STATION NEAR AN OLD 8X8 INCH WOOD EA2481'CORNERPOST. EA2481' EA2481'STATION MAY ALSO BE REACHED BY BOAT THROUGH SHALLOW WATER. IT IS EA2481'ABOUT 1/4 MILE NORTHEAST OF INTRACOASTAL WATERWAY LIGHT 93. EA2481' EA2481'THE DESCRIPTION BY CRR IN 1947 AND THE RECOVERY NOTE BY JKW IN 1964 EA2481'ARE OTHERWISE ADEQUATE. EA2481 EA2481 STATION RECOVERY (1980) EA2481 EA2481'RECOVERY NOTE BY US ENGINEERS 1980 (GRN) EA2481'ATKINSON 1914 1932 FOUND GOOD, DESCRIPTION ADEQUATE. EA2481 EA2481 STATION RECOVERY (1983) EA2481 EA2481'RECOVERY NOTE BY US POWER SQUADRON 1983 (HW) EA2481'ATKINSON 1914 1932 RECOVERED EXCELLENT. EA2481' EA2481'RECOVERED BY LAND. EA2481' EA2481'FROM HOLLD RIDGE, GO SOUTH ON US 17 6-1/2 MILES TO HILLTOP TURN EAST EA2481'ON STATE ROAD 1561 POST VIRGINIA CREEK BRIDGE 1.8 MILES TO FORK IN EA2481'ROAD. TURN SOUTH ON 1563 ONE MILE TO DIRT LANE ON LEFT. TAKE SAME EA2481'WHICH WAS A LINE OF POLES PARALLEL TO IT, TO WHERE ROAD TURNS EA2481'LEFT. ON FOOT PROCEED 500 FEET TO WATER WAY. MARK IS 8 FEET SW OF EA2481'8X8 CROSS TIE 6 FEET HIGH. MARK IS ABOUT 71 FEET ABOVE MARK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB0002 *********************************************************************** EB0002 DESIGNATION - ATKINSON=B 22 EB0002 PID - EB0002 EB0002 STATE/COUNTY- NC/PENDER EB0002 USGS QUAD - ATKINSON (1984) EB0002 EB0002 *CURRENT SURVEY CONTROL EB0002 ___________________________________________________________________ EB0002* NAD 83(1986)- 34 32 11.85717(N) 078 10 40.22538(W) ADJUSTED EB0002* NAVD 88 - 20.702 (meters) 67.92 (feet) POSTED EB0002 ___________________________________________________________________ EB0002 LAPLACE CORR- -4.23 (seconds) DEFLEC99 EB0002 GEOID HEIGHT- -35.79 (meters) GEOID03 EB0002 DYNAMIC HT - 20.680 (meters) 67.85 (feet) COMP EB0002 MODELED GRAV- 979,673.6 (mgal) NAVD 88 EB0002 EB0002 HORZ ORDER - FIRST EB0002 VERT ORDER - * POSTED, Code B , SEE BELOW EB0002 EB0002.The North Carolina HARNS have been completed but, EB0002.due to contractual restrictions, coordinates for these stations EB0002.will NOT be published in the near future. In the interim, the EB0002.published coordinates in North Carolina will not be EB0002.consistent with the Continuously Operating Reference Stations EB0002.(CORS). The HARN coordinates for these stations are available EB0002.upon request. Contact Gary Thompson(919-733-3836). EB0002. EB0002.In addition, the published North Carolina positions EB0002.(NAD 83 (1986)) are NOT consistent with those determined in EB0002.adjacent state readjustments. The discontinuity between stations EB0002.located in North Carolina and those in adjacent states EB0002.which have been adjusted to the HARN may be as much as 5 EB0002.decimeters. This will result in a significant loss of accuracy EB0002.over lines crossing such state borders. EB0002 EB0002 EB0002.The horizontal coordinates were established by classical geodetic methods EB0002.and adjusted by the National Geodetic Survey in July 1986. EB0002 EB0002.The orthometric height was determined by differential leveling EB0002.and adjusted by the National Geodetic Survey in 1992. EB0002.* This is a POSTED BENCH MARK height. Code B indicates a distribution EB0002.rate of 1.1 thru 2.0 mm/km. EB0002 EB0002.The Laplace correction was computed from DEFLEC99 derived deflections. EB0002 EB0002.The geoid height was determined by GEOID03. EB0002 EB0002.The dynamic height is computed by dividing the NAVD 88 EB0002.geopotential number by the normal gravity value computed on the EB0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB0002.degrees latitude (g = 980.6199 gals.). EB0002 EB0002.The modeled gravity was interpolated from observed gravity values. EB0002 EB0002; North East Units Scale Factor Converg. EB0002;SPC NC - 87,574.846 685,070.661 MT 0.99994990 +0 28 28.3 EB0002;SPC NC - 287,318.47 2,247,602.66 sFT 0.99994990 +0 28 28.3 EB0002;UTM 17 - 3,825,276.835 759,007.756 MT 1.00042696 +1 36 03.1 EB0002 EB0002! - Elev Factor x Scale Factor = Combined Factor EB0002!SPC NC - 1.00000237 x 0.99994990 = 0.99995227 EB0002!UTM 17 - 1.00000237 x 1.00042696 = 1.00042933 EB0002 EB0002: Primary Azimuth Mark Grid Az EB0002:SPC NC - DENNEYS=Y 21 143 35 47.8 EB0002:UTM 17 - DENNEYS=Y 21 142 28 13.0 EB0002 EB0002|---------------------------------------------------------------------| EB0002| PID Reference Object Distance Geod. Az | EB0002| dddmmss.s | EB0002| EB3705 ATKINSON RM 13.550 METERS 07552 | EB0002| EB0169 DENNEYS=Y 21 APPROX. 9.7 KM 1440416.1 | EB0002|---------------------------------------------------------------------| EB0002 EB0002 SUPERSEDED SURVEY CONTROL EB0002 EB0002 NAD 27 - 34 32 11.25900(N) 078 10 41.24300(W) AD( ) 1 EB0002 NGVD 29 (??/??/92) 20.964 (m) 68.78 (f) ADJ UNCH 1 2 EB0002 EB0002.Superseded values are not recommended for survey control. EB0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB0002.See file dsdata.txt to determine how the superseded data were derived. EB0002 EB0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU5900825277(NAD 83) EB0002_MARKER: DS = TRIANGULATION STATION DISK EB0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB0002_STAMPING: ATKINSON 1918 B 22 68.399 EB0002_MARK LOGO: CGS EB0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB0002+STABILITY: SURFACE MOTION EB0002 EB0002 HISTORY - Date Condition Report By EB0002 HISTORY - 1918 MONUMENTED CGS EB0002 HISTORY - 1951 MARK NOT FOUND CGS EB0002 HISTORY - 1973 MARK NOT FOUND NGS EB0002 HISTORY - 20040619 MARK NOT FOUND USPSQD EB0002 EB0002 STATION DESCRIPTION EB0002 EB0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS) EB0002'ABOUT THREE FOURTHS MILE NORTH OF ATKINSON, ABOUT 150 YARDS SOUTH OF EB0002'MILEPOST 25 OF ATLANTIC COAST LINE RAILROAD, IN CULTIVATED FIELD, EB0002'OPPOSITE GREENHOUSE, 6 METERS (20 FEET) NORTH AND 8 METERS (26 EB0002'FEET) WEST OF FENCE CORNER OF GROUNDS OWNED BY W.T. VICK, 19.1 FEET EB0002'NORTHEAST OF NORTHEAST RAIL, AND 10.7 FEET SOUTHEAST OF EB0002'TELEPHONE POLE . EB0002'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE. EB0002'UNDERGROUND MARK IS NAIL IN CONCRETE. EB0002' EB0002'REFERENCE MARK IS STANDARD REFERENCE DISK IN CONCRETE, AT EB0002'FENCE CORNER, AND 13.55 METERS (44.5 FEET) FROM STATION EB0002'N 104 DEG 08 MIN E. EB0002' EB0002'AZIMUTH MARK, ESTABLISHED IN 1933, EB0002'IS STANDARD REFERENCE DISK IN CONCRETE, ABOUT 60 YARDS EB0002'NORTHEAST OF MILEPOST 25, 50 YARDS SOUTHEAST OF GRADE CROSSING, EB0002'126 FEET NW OF NORTH CORNER OF TOOL HOUSE, 56.9 FEET NORTHEAST EB0002'OF NORTHEAST RAIL, 21 FEET SOUTHWEST OF CENTER LINE OF DIRT EB0002'HIGHWAY, 15.7 FEET SOUTHEAST OF 21 INCH SYCAMORE TREE, AND ABOUT EB0002'200 YARDS FROM STATION N 33 DEG 01 MIN W. EB0002 EB0002 STATION RECOVERY (1951) EB0002 EB0002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 EB0002'0.8 MI NW FROM ATKINSON. EB0002'3/4 MILE NORTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM EB0002'ATKINSON, PENDER COUNTY, 150 YARDS SOUTH OF MILEPOST 25, OPPOSITE EB0002'A GREEN HOUSE, IN A CULTIVATED FIELD, 19 FEET NORTHEAST OF THE EB0002'NORTHEAST RAIL, 11 FEET SOUTHEAST OF A POLE AND SET IN THE TOP EB0002'OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND. EB0002 EB0002 STATION RECOVERY (1973) EB0002 EB0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JWC) EB0002'STATION HAD A FAIR DESCRIPTION, YET NO SIGN OF MONUMENT COULD BE EB0002'FOUND, AN 80 YEAR OLD MAN WHO LIVES ACROSS R R FROM STATION SIGHT EB0002'SAID THE STATION HAD BEEN GONE FOR YEARS. WHAT LOOKED LIKE THE LOWER EB0002'PART OF A MONUMENT WAS FOUND IN VICINITY OF WHERE RM WAS PLACED EB0002'ORIGINALLY. EB0002 EB0002 STATION RECOVERY (2004) EB0002 EB0002'RECOVERY NOTE BY US POWER SQUADRON 2004 EB0002'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1539 *********************************************************************** EA1539 DESIGNATION - BARLOW EA1539 PID - EA1539 EA1539 STATE/COUNTY- NC/PENDER EA1539 USGS QUAD - HOLLY RIDGE (1997) EA1539 EA1539 *CURRENT SURVEY CONTROL EA1539 ___________________________________________________________________ EA1539* NAD 83(1986)- 34 26 52.27500(N) 077 37 15.10807(W) ADJUSTED EA1539* NAVD 88 - 13.6 (meters) 45. (feet) VERTCON EA1539 ___________________________________________________________________ EA1539 LAPLACE CORR- -3.26 (seconds) DEFLEC99 EA1539 GEOID HEIGHT- -37.23 (meters) GEOID03 EA1539 EA1539 HORZ ORDER - SECOND EA1539 EA1539.The North Carolina HARNS have been completed but, EA1539.due to contractual restrictions, coordinates for these stations EA1539.will NOT be published in the near future. In the interim, the EA1539.published coordinates in North Carolina will not be EA1539.consistent with the Continuously Operating Reference Stations EA1539.(CORS). The HARN coordinates for these stations are available EA1539.upon request. Contact Gary Thompson(919-733-3836). EA1539. EA1539.In addition, the published North Carolina positions EA1539.(NAD 83 (1986)) are NOT consistent with those determined in EA1539.adjacent state readjustments. The discontinuity between stations EA1539.located in North Carolina and those in adjacent states EA1539.which have been adjusted to the HARN may be as much as 5 EA1539.decimeters. This will result in a significant loss of accuracy EA1539.over lines crossing such state borders. EA1539 EA1539 EA1539.The horizontal coordinates were established by classical geodetic methods EA1539.and adjusted by the National Geodetic Survey in January 1988. EA1539 EA1539.The NAVD 88 height was computed by applying the VERTCON shift value to EA1539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA1539 EA1539.The Laplace correction was computed from DEFLEC99 derived deflections. EA1539 EA1539.The geoid height was determined by GEOID03. EA1539 EA1539; North East Units Scale Factor Converg. EA1539;SPC NC - 78,295.368 736,332.070 MT 0.99997025 +0 47 45.6 EA1539;SPC NC - 256,874.05 2,415,782.80 sFT 0.99997025 +0 47 45.6 EA1539;UTM 18 - 3,814,931.366 259,216.046 MT 1.00031469 -1 28 59.6 EA1539 EA1539! - Elev Factor x Scale Factor = Combined Factor EA1539!SPC NC - 1.00000371 x 0.99997025 = 0.99997396 EA1539!UTM 18 - 1.00000371 x 1.00031469 = 1.00031840 EA1539 EA1539 SUPERSEDED SURVEY CONTROL EA1539 EA1539 NGVD 29 (01/20/88) 13.9 (m) 46. (f) VERT ANG EA1539 EA1539.Superseded values are not recommended for survey control. EA1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1539.See file dsdata.txt to determine how the superseded data were derived. EA1539 EA1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5921614931(NAD 83) EA1539_MARKER: DH = HORIZONTAL CONTROL DISK EA1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1539_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1539_STAMPING: BARLOW 1984 EA1539_MARK LOGO: NCGS EA1539_MAGNETIC: O = OTHER; SEE DESCRIPTION EA1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1539+STABILITY: SURFACE MOTION EA1539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1539+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1999 EA1539 EA1539 HISTORY - Date Condition Report By EA1539 HISTORY - 1984 MONUMENTED NCGS EA1539 HISTORY - 1986 GOOD USPSQD EA1539 HISTORY - 1989 GOOD USPSQD EA1539 HISTORY - 19990722 SEE DESCRIPTION NCGS EA1539 HISTORY - 20050312 MARK NOT FOUND USPSQD EA1539 EA1539 STATION DESCRIPTION EA1539 EA1539'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) EA1539'STATION IS LOCATED ABOUT 12.2 KM (7.6 MI) NORTHEAST OF HAMPSTEAD AND EA1539'8.4 KM (5.2 MI) SOUTHWEST OF HOLLY RIDGE. EA1539' EA1539'ALONG US 17 FOR 8.1 KM (5.05 MI) SOUTHWEST FROM THE INTERSECTION EA1539'WITH NC 50 (AT HOLLY RIDGE), OPPOSITE THE BARLOW-VISTA BAPTIST EA1539'CHURCH. EA1539' EA1539'THE STATION IS A STANDARD NCGS DISK STAMPED---BARLOW 1984---, SET EA1539'IN THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER, RECESSED EA1539'8 CM BELOW GROUND. LOCATED EA1539'7.8 METERS (25.5 FT) NORTHWEST OF CENTERLINE OF HIGHWAY, EA1539'27.7 METERS (91.0 FT) NORTH OF A TELELPHONE PEDESTAL (141E), EA1539'109.7 METERS (360 FT) WEST OF THE NORTHWEST CORNER OF BRICK CHURCH. EA1539' EA1539'MARK IS LEVEL WITH HIGHWAY. EA1539 EA1539 STATION RECOVERY (1986) EA1539 EA1539'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB) EA1539'RECOVERED IN GOOD CONDITION. EA1539 EA1539 STATION RECOVERY (1989) EA1539 EA1539'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMP) EA1539'RECOVERED IN GOOD CONDITION. EA1539 EA1539 STATION RECOVERY (1999) EA1539 EA1539'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH) EA1539'NOT FOUND PROBABLY DESTROYED, AREA HAS BEEN PAVED AT THE REFERENCED EA1539'LOCATION. EA1539 EA1539 STATION RECOVERY (2005) EA1539 EA1539'RECOVERY NOTE BY US POWER SQUADRON 2005 EA1539'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1993 *********************************************************************** EB1993 DESIGNATION - BARN EB1993 PID - EB1993 EB1993 STATE/COUNTY- NC/PENDER EB1993 USGS QUAD - COSTIN (1984) EB1993 EB1993 *CURRENT SURVEY CONTROL EB1993 ___________________________________________________________________ EB1993* NAD 83(1986)- 34 34 06.89339(N) 078 05 53.35640(W) ADJUSTED EB1993* NAVD 88 - 18.6 (meters) 61. (feet) VERTCON EB1993 ___________________________________________________________________ EB1993 LAPLACE CORR- -3.48 (seconds) DEFLEC99 EB1993 GEOID HEIGHT- -35.98 (meters) GEOID03 EB1993 EB1993 HORZ ORDER - SECOND EB1993 EB1993.The North Carolina HARNS have been completed but, EB1993.due to contractual restrictions, coordinates for these stations EB1993.will NOT be published in the near future. In the interim, the EB1993.published coordinates in North Carolina will not be EB1993.consistent with the Continuously Operating Reference Stations EB1993.(CORS). The HARN coordinates for these stations are available EB1993.upon request. Contact Gary Thompson(919-733-3836). EB1993. EB1993.In addition, the published North Carolina positions EB1993.(NAD 83 (1986)) are NOT consistent with those determined in EB1993.adjacent state readjustments. The discontinuity between stations EB1993.located in North Carolina and those in adjacent states EB1993.which have been adjusted to the HARN may be as much as 5 EB1993.decimeters. This will result in a significant loss of accuracy EB1993.over lines crossing such state borders. EB1993 EB1993 EB1993.The horizontal coordinates were established by classical geodetic methods EB1993.and adjusted by the National Geodetic Survey in July 1986. EB1993 EB1993.The NAVD 88 height was computed by applying the VERTCON shift value to EB1993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB1993 EB1993.The Laplace correction was computed from DEFLEC99 derived deflections. EB1993 EB1993.The geoid height was determined by GEOID03. EB1993 EB1993; North East Units Scale Factor Converg. EB1993;SPC NC - 91,182.817 692,352.960 MT 0.99994316 +0 31 13.9 EB1993;SPC NC - 299,155.63 2,271,494.67 sFT 0.99994316 +0 31 13.9 EB1993;UTM 17 - 3,829,029.184 766,221.339 MT 1.00047367 +1 38 50.8 EB1993 EB1993! - Elev Factor x Scale Factor = Combined Factor EB1993!SPC NC - 1.00000272 x 0.99994316 = 0.99994588 EB1993!UTM 17 - 1.00000272 x 1.00047367 = 1.00047639 EB1993 EB1993: Primary Azimuth Mark Grid Az EB1993:SPC NC - AMCO 349 32 06.8 EB1993:UTM 17 - AMCO 348 24 29.9 EB1993 EB1993|---------------------------------------------------------------------| EB1993| PID Reference Object Distance Geod. Az | EB1993| dddmmss.s | EB1993| EB1992 AMCO APPROX. 0.7 KM 3500320.7 | EB1993|---------------------------------------------------------------------| EB1993 EB1993 SUPERSEDED SURVEY CONTROL EB1993 EB1993 NAD 27 - 34 34 06.28602(N) 078 05 54.37970(W) AD( ) 2 EB1993 NGVD 29 (07/19/86) 18.9 (m) 62. (f) VERT ANG EB1993 EB1993.Superseded values are not recommended for survey control. EB1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1993.See file dsdata.txt to determine how the superseded data were derived. EB1993 EB1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6622129029(NAD 83) EB1993_MARKER: DE = TRAVERSE STATION DISK EB1993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1993_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB1993_STAMPING: BARN 1973 EB1993_MARK LOGO: NCGS EB1993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1993+STABILITY: SURFACE MOTION EB1993 EB1993 HISTORY - Date Condition Report By EB1993 HISTORY - 1973 MONUMENTED NCGS EB1993 EB1993 STATION DESCRIPTION EB1993 EB1993'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB1993'BARN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB1993'VICINITY OF ATKINSON, NORTH CAROLINA. EB1993' EB1993'BARN IS LOCATED APPROXIMATELY 4.9 MILES NE OF ATKINSON, AND 6.8 MILES EB1993'SSW OF PENDERLEA. TO REACH STATION FROM THE INTERSECTION OF US 421 EB1993'WITH NC 53 (WARDS CORNER) WEST OF BURGAW. PROCEED NORTH ALONG US EB1993'421 FOR 2.85 MILES TO STATION ON THE LEFT, 0.2 MILES NORTH OF EB1993'INTERSECTION WITH SR 1216. EB1993' EB1993'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BARN EB1993'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB1993'FLUSH WITH THE GROUND. EB1993' EB1993'MARK IS EB1993' EB1993'37.6 FEET W OF C/L OF US 421. EB1993'4.2 FEET SW OF THE NORTH END OF CULVERT UNDER ENTRANCE TO BARN. EB1993'6.9 FEET N OF C/L OF DRIVE TO BARN. EB1993'58.8 FEET SSE OF PP NO. 11163 W/ALUMINUM REF. TAG. EB1993'47.8 FEET ESE OF 13 INCH W/ALUMINUM REF. TAG. EB1993'44.3 FEET NE OF 5 INCH PINE W/ALUMINUM REF. TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2087 *********************************************************************** EB2087 DESIGNATION - BASE EB2087 PID - EB2087 EB2087 STATE/COUNTY- NC/PENDER EB2087 USGS QUAD - CURRIE (1988) EB2087 EB2087 *CURRENT SURVEY CONTROL EB2087 ___________________________________________________________________ EB2087* NAD 83(1986)- 34 25 54.84113(N) 078 03 01.14880(W) ADJUSTED EB2087* NAVD 88 - 10.8 (meters) 35. (feet) VERTCON EB2087 ___________________________________________________________________ EB2087 LAPLACE CORR- -3.82 (seconds) DEFLEC99 EB2087 GEOID HEIGHT- -36.07 (meters) GEOID03 EB2087 EB2087 HORZ ORDER - SECOND EB2087 EB2087.The North Carolina HARNS have been completed but, EB2087.due to contractual restrictions, coordinates for these stations EB2087.will NOT be published in the near future. In the interim, the EB2087.published coordinates in North Carolina will not be EB2087.consistent with the Continuously Operating Reference Stations EB2087.(CORS). The HARN coordinates for these stations are available EB2087.upon request. Contact Gary Thompson(919-733-3836). EB2087. EB2087.In addition, the published North Carolina positions EB2087.(NAD 83 (1986)) are NOT consistent with those determined in EB2087.adjacent state readjustments. The discontinuity between stations EB2087.located in North Carolina and those in adjacent states EB2087.which have been adjusted to the HARN may be as much as 5 EB2087.decimeters. This will result in a significant loss of accuracy EB2087.over lines crossing such state borders. EB2087 EB2087 EB2087.The horizontal coordinates were established by classical geodetic methods EB2087.and adjusted by the National Geodetic Survey in July 1986. EB2087 EB2087.The NAVD 88 height was computed by applying the VERTCON shift value to EB2087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2087 EB2087.The Laplace correction was computed from DEFLEC99 derived deflections. EB2087 EB2087.The geoid height was determined by GEOID03. EB2087 EB2087; North East Units Scale Factor Converg. EB2087;SPC NC - 76,062.835 696,887.169 MT 0.99997416 +0 32 53.3 EB2087;SPC NC - 249,549.48 2,286,370.65 sFT 0.99997416 +0 32 53.3 EB2087;UTM 17 - 3,813,993.055 771,053.797 MT 1.00050570 +1 40 07.8 EB2087;UTM 18 - 3,814,267.191 219,695.175 MT 1.00056859 -1 43 33.1 EB2087 EB2087! - Elev Factor x Scale Factor = Combined Factor EB2087!SPC NC - 1.00000396 x 0.99997416 = 0.99997812 EB2087!UTM 17 - 1.00000396 x 1.00050570 = 1.00050967 EB2087!UTM 18 - 1.00000396 x 1.00056859 = 1.00057256 EB2087 EB2087: Primary Azimuth Mark Grid Az EB2087:SPC NC - MALPASS 180 48 44.7 EB2087:UTM 17 - MALPASS 179 41 30.2 EB2087:UTM 18 - MALPASS 183 05 11.1 EB2087 EB2087|---------------------------------------------------------------------| EB2087| PID Reference Object Distance Geod. Az | EB2087| dddmmss.s | EB2087| EB1474 MALPASS APPROX. 1.1 KM 1812138.0 | EB2087|---------------------------------------------------------------------| EB2087 EB2087 SUPERSEDED SURVEY CONTROL EB2087 EB2087 NAD 27 - 34 25 54.23625(N) 078 03 02.17448(W) AD( ) 2 EB2087 NGVD 29 (07/19/86) 11.1 (m) 36. (f) VERT ANG EB2087 EB2087.Superseded values are not recommended for survey control. EB2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2087.See file dsdata.txt to determine how the superseded data were derived. EB2087 EB2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU7105413993(NAD 83) EB2087_MARKER: DE = TRAVERSE STATION DISK EB2087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2087_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2087_STAMPING: BASE 1973 EB2087_MARK LOGO: NCGS EB2087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2087+STABILITY: SURFACE MOTION EB2087 EB2087 HISTORY - Date Condition Report By EB2087 HISTORY - 1973 MONUMENTED NCGS EB2087 HISTORY - 1980 MARK NOT FOUND NCGS EB2087 EB2087 STATION DESCRIPTION EB2087 EB2087'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB2087'BASE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2087'VICINITY OF CURRIE, NORTH CAROLINA. EB2087' EB2087'BASE IS LOCATED APPROXIMATELY 03.6 MILES SE OF CURRIE, AND 14.8 MILES EB2087'NW OF WILMINGTON. TO REACH THE STATION FROM INTERSECTION OF US 421 EB2087'AND NC 210 EAST OF CURRIE, GO SOUTH ON US 421 FOR 1.8 MILES TO EB2087'STATION ON THE LEFT BESIDE A PP 0.55 MILES NORTH OF INTERSECTION WITH EB2087'SR 1112 (WEST), AND APPROXIMATELY 300 FEET NNE OF NE CORNER OF A EB2087'FIELD. EB2087' EB2087'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BASE EB2087'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3 EB2087'INCHES BELOW THE SURFACE OF THE GROUND. EB2087' EB2087'MARK IS EB2087' EB2087'37.1 FEET E OF C/L OF US 421. EB2087'3.2 FEET W OF PP NO. 18749 W/ALUMINUM REF. TAG. EB2087'37.0 FEET NW OF 9 INCH PINE W/ALUMINUM REF. TAG. EB2087'33.2 FEET SW OF 5 INCH PINE W/ALUMINUM REF. TAG. EB2087 EB2087 STATION RECOVERY (1980) EB2087 EB2087'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EB2087'THE STATION WAS SEARCHED FOR BUT NOT FOUND. IT WAS PROBABLY DESTROYED EB2087'WHEN THE HIGHWAY WAS BROADENED BY AN ADDITIONAL TWO LANES ON THE EAST EB2087'SIDE OF THE EXISTING LANES. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2483 *********************************************************************** EA2483 DESIGNATION - BAT EA2483 PID - EA2483 EA2483 STATE/COUNTY- NC/PENDER EA2483 USGS QUAD - HOLLY RIDGE (1997) EA2483 EA2483 *CURRENT SURVEY CONTROL EA2483 ___________________________________________________________________ EA2483* NAD 83(1986)- 34 26 28.92880(N) 077 32 40.23467(W) ADJUSTED EA2483* NAVD 88 - -0. (meters) -0. (feet) SCALED EA2483 ___________________________________________________________________ EA2483 LAPLACE CORR- -1.82 (seconds) DEFLEC99 EA2483 GEOID HEIGHT- -37.38 (meters) GEOID03 EA2483 EA2483 HORZ ORDER - THIRD EA2483 EA2483.The North Carolina HARNS have been completed but, EA2483.due to contractual restrictions, coordinates for these stations EA2483.will NOT be published in the near future. In the interim, the EA2483.published coordinates in North Carolina will not be EA2483.consistent with the Continuously Operating Reference Stations EA2483.(CORS). The HARN coordinates for these stations are available EA2483.upon request. Contact Gary Thompson(919-733-3836). EA2483. EA2483.In addition, the published North Carolina positions EA2483.(NAD 83 (1986)) are NOT consistent with those determined in EA2483.adjacent state readjustments. The discontinuity between stations EA2483.located in North Carolina and those in adjacent states EA2483.which have been adjusted to the HARN may be as much as 5 EA2483.decimeters. This will result in a significant loss of accuracy EA2483.over lines crossing such state borders. EA2483 EA2483 EA2483.The horizontal coordinates were established by classical geodetic methods EA2483.and adjusted by the National Geodetic Survey in July 1986. EA2483 EA2483.The orthometric height was scaled from a topographic map. EA2483 EA2483.The Laplace correction was computed from DEFLEC99 derived deflections. EA2483 EA2483.The geoid height was determined by GEOID03. EA2483 EA2483; North East Units Scale Factor Converg. EA2483;SPC NC - 77,676.250 743,358.381 MT 0.99997183 +0 50 24.2 EA2483;SPC NC - 254,842.83 2,438,834.95 sFT 0.99997183 +0 50 24.2 EA2483;UTM 18 - 3,814,032.980 266,214.432 MT 1.00027374 -1 26 23.0 EA2483 EA2483! - Elev Factor x Scale Factor = Combined Factor EA2483!SPC NC - 1.00000591 x 0.99997183 = 0.99997774 EA2483!UTM 18 - 1.00000591 x 1.00027374 = 1.00027966 EA2483 EA2483: Primary Azimuth Mark Grid Az EA2483:SPC NC - WATER 015 51 10.6 EA2483:UTM 18 - WATER 018 07 57.8 EA2483 EA2483|---------------------------------------------------------------------| EA2483| PID Reference Object Distance Geod. Az | EA2483| dddmmss.s | EA2483| EA2511 WATER APPROX. 1.0 KM 0164134.8 | EA2483| EA2502 LACEY APPROX. 1.7 KM 2440849.4 | EA2483|---------------------------------------------------------------------| EA2483 EA2483 SUPERSEDED SURVEY CONTROL EA2483 EA2483 NAD 27 - 34 26 28.32200(N) 077 32 41.35000(W) AD( ) 3 EA2483 EA2483.Superseded values are not recommended for survey control. EA2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2483.See file dsdata.txt to determine how the superseded data were derived. EA2483 EA2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6621414033(NAD 83) EA2483_MARKER: DS = TRIANGULATION STATION DISK EA2483_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE EA2483_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EA2483_MARK LOGO: CGS EA2483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA2483 EA2483 HISTORY - Date Condition Report By EA2483 HISTORY - 1914 MONUMENTED CGS EA2483 HISTORY - 1933 MARK NOT FOUND CGS EA2483 HISTORY - 1964 MARK NOT FOUND CGS EA2483 EA2483 STATION DESCRIPTION EA2483 EA2483'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS) EA2483'STATION IS ON THE NW SHORE OF WATERS BAY, ON A SMALL SHELL EA2483'RIDGE ON THE MAINLAND, OPPOSITE BATSON ISLAND. EA2483' EA2483'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN EA2483'CONCRETE AT THE CENTER OF THE TOP OF A TILE. EA2483' EA2483'THERE ARE NO REFERENCE MARKS. EA2483 EA2483 STATION RECOVERY (1933) EA2483 EA2483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JAB) EA2483'STATION COULD NOT BE FOUND AFTER CLEARING THE POINT AND EA2483'CONSIDERABLE DIGGING. EA2483 EA2483 STATION RECOVERY (1964) EA2483 EA2483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA2483'LOST. STATION PLOTTED OUT IN THE WATER. A SEARCH WAS MADE EA2483'ON THE POINT NEAR THE PLOTTED POSITION BUT NO TRACE OF THE EA2483'STATION COULD BE FOUND. THE STATION ALSO LOST IN 1933. IT EA2483'IS RECOMMENDED THIS STATION BE CLASSIFIED AS DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0914 *********************************************************************** EA0914 DESIGNATION - BEAR EA0914 PID - EA0914 EA0914 STATE/COUNTY- NC/PENDER EA0914 USGS QUAD - BURGAW (1988) EA0914 EA0914 *CURRENT SURVEY CONTROL EA0914 ___________________________________________________________________ EA0914* NAD 83(1986)- 34 36 01.62521(N) 077 55 34.19518(W) ADJUSTED EA0914* NAVD 88 - 15.180 (meters) 49.80 (feet) ADJUSTED EA0914 ___________________________________________________________________ EA0914 LAPLACE CORR- -4.02 (seconds) DEFLEC99 EA0914 GEOID HEIGHT- -36.39 (meters) GEOID03 EA0914 DYNAMIC HT - 15.165 (meters) 49.75 (feet) COMP EA0914 MODELED GRAV- 979,674.9 (mgal) NAVD 88 EA0914 EA0914 HORZ ORDER - SECOND EA0914 VERT ORDER - SECOND CLASS II EA0914 EA0914.The North Carolina HARNS have been completed but, EA0914.due to contractual restrictions, coordinates for these stations EA0914.will NOT be published in the near future. In the interim, the EA0914.published coordinates in North Carolina will not be EA0914.consistent with the Continuously Operating Reference Stations EA0914.(CORS). The HARN coordinates for these stations are available EA0914.upon request. Contact Gary Thompson(919-733-3836). EA0914. EA0914.In addition, the published North Carolina positions EA0914.(NAD 83 (1986)) are NOT consistent with those determined in EA0914.adjacent state readjustments. The discontinuity between stations EA0914.located in North Carolina and those in adjacent states EA0914.which have been adjusted to the HARN may be as much as 5 EA0914.decimeters. This will result in a significant loss of accuracy EA0914.over lines crossing such state borders. EA0914 EA0914 EA0914.The horizontal coordinates were established by classical geodetic methods EA0914.and adjusted by the National Geodetic Survey in July 1986. EA0914 EA0914.The orthometric height was determined by differential leveling EA0914.and adjusted by the National Geodetic Survey in June 1991. EA0914 EA0914.The Laplace correction was computed from DEFLEC99 derived deflections. EA0914 EA0914.The geoid height was determined by GEOID03. EA0914 EA0914.The dynamic height is computed by dividing the NAVD 88 EA0914.geopotential number by the normal gravity value computed on the EA0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0914.degrees latitude (g = 980.6199 gals.). EA0914 EA0914.The modeled gravity was interpolated from observed gravity values. EA0914 EA0914; North East Units Scale Factor Converg. EA0914;SPC NC - 94,874.867 708,095.580 MT 0.99993673 +0 37 11.2 EA0914;SPC NC - 311,268.63 2,323,143.58 sFT 0.99993673 +0 37 11.2 EA0914;UTM 18 - 3,832,629.310 231,649.398 MT 1.00048769 -1 39 45.4 EA0914;UTM 17 - 3,833,032.466 781,897.489 MT 1.00057960 +1 44 47.9 EA0914 EA0914! - Elev Factor x Scale Factor = Combined Factor EA0914!SPC NC - 1.00000333 x 0.99993673 = 0.99994006 EA0914!UTM 18 - 1.00000333 x 1.00048769 = 1.00049102 EA0914!UTM 17 - 1.00000333 x 1.00057960 = 1.00058293 EA0914 EA0914: Primary Azimuth Mark Grid Az EA0914:SPC NC - CURVE 191 51 23.2 EA0914:UTM 18 - CURVE 194 08 19.8 EA0914:UTM 17 - CURVE 190 43 46.5 EA0914 EA0914|---------------------------------------------------------------------| EA0914| PID Reference Object Distance Geod. Az | EA0914| dddmmss.s | EA0914| EA0915 DITCH APPROX. 0.6 KM 0311225.1 | EA0914| EA0913 CURVE APPROX. 0.6 KM 1922834.4 | EA0914|---------------------------------------------------------------------| EA0914 EA0914 SUPERSEDED SURVEY CONTROL EA0914 EA0914 NAD 27 - 34 36 01.02941(N) 077 55 35.23295(W) AD( ) 2 EA0914 NGVD 29 (??/??/92) 15.469 (m) 50.75 (f) ADJ UNCH 2 2 EA0914 EA0914.Superseded values are not recommended for survey control. EA0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0914.See file dsdata.txt to determine how the superseded data were derived. EA0914 EA0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3164932629(NAD 83) EA0914_MARKER: DD = SURVEY DISK EA0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0914_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0914_STAMPING: BEAR 1968 EA0914 EA0914 HISTORY - Date Condition Report By EA0914 HISTORY - 1968 MONUMENTED NCGS EA0914 HISTORY - 1975 GOOD NCGS EA0914 EA0914 STATION DESCRIPTION EA0914 EA0914'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0914'BEAR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA0914'IN THE VICINITY OF BURGAW, NORTH CAROLINA. EA0914' EA0914'BEAR IS LOCATED APPROXIMATELY 3.4 MILES NORTH OF THE CENTER EA0914'OF BURGAW. TO REACH STATION PROCEED FROM THE INTERSECTION EA0914'OF U.S. 117 BUSINESS-BYPASS ON NORTH SIDE OF BURGAW, GO NORTH EA0914'ON U.S. 117 FOR 2.75 MILES TO STATION. WHICH IS ON THE WEST EA0914'SHOULDER IN CURVE OF U.S. 117, ACROSS HIGHWAY IN LINE WITH EA0914'NORTHWEST CORNER OF NORTHWEST BARN WHICH IS THE WESTERNMOST EA0914'OF THREE BARNS, 0.25 MILE NORTH OF INTERSECTION OF SR 1347 EA0914'WITH U.S. 117 AND 0.2 MILE SOUTH OF INTERSECTION OF SR 1505. EA0914' EA0914'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0914'BEAR 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA0914'WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EA0914' EA0914'MARK IS EA0914' EA0914'19.6 FT WNW OF C/L OF U.S. 117 EA0914' EA0914'56.0 FT SSW OF C/L OF SOIL DRIVEWAY TO WHITE TWO STORY EA0914'FRAME HOUSE WITH ALUMINUM SIDING EA0914' EA0914'55.3 FT S OF S END OF CULVERT UNDER DRIVEWAY EA0914' EA0914'82.8 FT SE OF PP 798 ON W SIDE OF U.S. 117, AND WITH EA0914'ALUMINUM REF. TAG EA0914' EA0914'155.7 FT SSW OF PP 15881 ON W SIDE OF U.S. 117, AND WITH EA0914'ALUMINUM REF. TAG EA0914' EA0914'160.5 FT SW OF PP WITH TELEPHONE PEDESTAL ON E SIDE OF EA0914'U.S. 117, AND WITH ALUMINUM REF. TAG EA0914 EA0914 STATION RECOVERY (1975) EA0914 EA0914'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0914'3.4 MI N FROM BURGAW. EA0914'TO REACH STATION FROM THE INTERSECTION OF US 117 BUSINESS - BYPASS ON EA0914'NORTH SIDE OF BURGAW, PROCEED NORTH ON US 117 FOR 2.75 MILES TO EA0914'STATION IN THE WEST SHOULDER IN CURVE OF HIGHWAY, IN LINE WITH EA0914'NORTHWEST CORNER OF NORTHWEST BARN WHICH IS THE WESTERNMOST OF THREE EA0914'BARNS ACROSS HIGHWAY, AND 0.2 MILE SOUTH OF INTERSECTION WITH SR 1505. EA0914'19.6 FT. WNW OF C/L OF US 117, 56.0 FT. SSW OF C/L OF SOIL DRIVEWAY EA0914'TO WHITE TWO STORY FRAME HOUSE WITH ALUMINUM SIDING, 55.3 FT. S OF S EA0914'END OF CULVERT UNDER DRIVEWAY, 82.8 FT. SE OF PP NO. 798 WITH ALUMINUM EA0914'REF. TAG, 155.7 FT. SSW OF PP NO. 15881 WITH ALUMINUM REF. TAG, AND EA0914'160.5 FT. SW OF PP WITH TELEPHONE PEDESTAL AND ALUMINUM REF. TAG ON E EA0914'SIDE OF US 117. DISK IS SET IN CONCRETE CYLINDER, 4 INCHES BELOW THE EA0914'GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2490 *********************************************************************** EA2490 DESIGNATION - BECK EA2490 PID - EA2490 EA2490 STATE/COUNTY- NC/PENDER EA2490 USGS QUAD - HOLLY RIDGE (1997) EA2490 EA2490 *CURRENT SURVEY CONTROL EA2490 ___________________________________________________________________ EA2490* NAD 83(1986)- 34 25 25.19302(N) 077 34 33.04382(W) ADJUSTED EA2490* NAVD 88 - 5. (meters) 16. (feet) SCALED EA2490 ___________________________________________________________________ EA2490 LAPLACE CORR- -2.39 (seconds) DEFLEC99 EA2490 GEOID HEIGHT- -37.36 (meters) GEOID03 EA2490 EA2490 HORZ ORDER - THIRD EA2490 EA2490.The North Carolina HARNS have been completed but, EA2490.due to contractual restrictions, coordinates for these stations EA2490.will NOT be published in the near future. In the interim, the EA2490.published coordinates in North Carolina will not be EA2490.consistent with the Continuously Operating Reference Stations EA2490.(CORS). The HARN coordinates for these stations are available EA2490.upon request. Contact Gary Thompson(919-733-3836). EA2490. EA2490.In addition, the published North Carolina positions EA2490.(NAD 83 (1986)) are NOT consistent with those determined in EA2490.adjacent state readjustments. The discontinuity between stations EA2490.located in North Carolina and those in adjacent states EA2490.which have been adjusted to the HARN may be as much as 5 EA2490.decimeters. This will result in a significant loss of accuracy EA2490.over lines crossing such state borders. EA2490 EA2490 EA2490.The horizontal coordinates were established by classical geodetic methods EA2490.and adjusted by the National Geodetic Survey in July 1986. EA2490 EA2490.The orthometric height was scaled from a topographic map. EA2490 EA2490.The Laplace correction was computed from DEFLEC99 derived deflections. EA2490 EA2490.The geoid height was determined by GEOID03. EA2490 EA2490; North East Units Scale Factor Converg. EA2490;SPC NC - 75,670.784 740,507.039 MT 0.99997621 +0 49 19.1 EA2490;SPC NC - 248,263.23 2,429,480.18 sFT 0.99997621 +0 49 19.1 EA2490;UTM 18 - 3,812,141.918 263,284.684 MT 1.00029074 -1 27 24.6 EA2490 EA2490! - Elev Factor x Scale Factor = Combined Factor EA2490!SPC NC - 1.00000513 x 0.99997621 = 0.99998134 EA2490!UTM 18 - 1.00000513 x 1.00029074 = 1.00029587 EA2490 EA2490: Primary Azimuth Mark Grid Az EA2490:SPC NC - BEE 189 18 40.6 EA2490:UTM 18 - BEE 191 35 24.3 EA2490 EA2490|---------------------------------------------------------------------| EA2490| PID Reference Object Distance Geod. Az | EA2490| dddmmss.s | EA2490| EA2502 LACEY APPROX. 1.8 KM 0472953.3 | EA2490| EA2489 BEACON 72 APPROX. 1.9 KM 0743543.6 | EA2490| EA2505 SEARS LANDING TANK APPROX. 2.8 KM 0833249.1 | EA2490| EA2491 BEE APPROX. 1.9 KM 1900759.7 | EA2490|---------------------------------------------------------------------| EA2490 EA2490 SUPERSEDED SURVEY CONTROL EA2490 EA2490 NAD 27 - 34 25 24.58900(N) 077 34 34.14900(W) AD( ) 3 EA2490 EA2490.Superseded values are not recommended for survey control. EA2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2490.See file dsdata.txt to determine how the superseded data were derived. EA2490 EA2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6328512142(NAD 83) EA2490_MARKER: DS = TRIANGULATION STATION DISK EA2490_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE EA2490_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EA2490_MARK LOGO: CGS EA2490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA2490 EA2490 HISTORY - Date Condition Report By EA2490 HISTORY - 1914 MONUMENTED CGS EA2490 HISTORY - 1943 GOOD CGS EA2490 HISTORY - 1964 GOOD CGS EA2490 HISTORY - 1974 GOOD NGS EA2490 HISTORY - 1976 POOR USE EA2490 EA2490 STATION DESCRIPTION EA2490 EA2490'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS) EA2490'STATION IS ON THE SECOND POINT OF MARSH ABOUT 300 YARDS W OF EA2490'ENTRANCE TO BISHOP CREEK, ABOUT 100 YARDS E OF A SMALL HAMMOCK OF EA2490'OAKS, AND 2 YARDS FROM HIGH-WATER MARK. EA2490' EA2490'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE EA2490'AT THE CENTER OF THE TOP OF A TILE. EA2490' EA2490'THERE ARE NO REFERENCE MARKS. EA2490 EA2490 STATION RECOVERY (1943) EA2490 EA2490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (HCA) EA2490'THE ORIGINAL DESCRIPTION IS ACCURATE, BUT ITS ADEQUACY IS EA2490'DEBATABLE. EA2490' EA2490'THE STATION IS ABOUT 4-1/2 MILES S OF CAMP DAVIS AND 1-1/2 MILES EA2490'W OF SEARS LANDING, AND IT IS LOCATED ON THE SECOND POINT OF EA2490'MARSH S OF THE MOUTH OF BISHOP CREEK, ABOUT 100 YARDS NE OF A EA2490'SMALL HUMMOCK OF OAKS, AND ABOUT 2 YARDS FROM THE HIGH-WATER EA2490'MARK. THERE ARE NO EA2490'REFERENCE MARKS. EA2490' EA2490'TO REACH FROM CAMP DAVIS RAILROAD STATION (OLD HOLLY RIDGE EA2490'STATION), GO SW 1.3 MILES TO TRIANGULATION STATION PENDER ON THE EA2490'RIGHT SIDE OF THE HIGHWAY, THENCE CONTINUE SW ON U.S. ROUTE 17 EA2490'FOR 2.0 MILES TO A T-INTERSECTION AND TURN LEFT ONTO A GRADED EA2490'EARTH ROAD, THENCE SE 0.8 MILE TO A T-INTERSECTION AND CONTINUE EA2490'STRAIGHT AHEAD ON THE MAIN ROAD, THENCE 0.4 MILE AND CONTINUE EA2490'ABOUT STRAIGHT AHEAD ON POOR ROAD, THENCE MEANDER GENERALLY SE EA2490'ON THE MAIN TRAIL ROAD ABOUT 1.2 MILES TO A SMALL CREEK WHICH EA2490'IS THE END OF TRUCK TRAVEL IN ANY BUT VERY DRY WEATHER. EA2490'CONTINUE ALONG THE TRAIL ROAD ABOUT 100 YARDS AND BEAR RIGHT EA2490'ACROSS FIELD AND MARSH ABOUT 200 YARDS TO THE STATION. EA2490 EA2490 STATION RECOVERY (1964) EA2490 EA2490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA2490'THE STATION RECOVERED IN GOOD CONDITION. THE RECOVERY NOTE BY EA2490'H.C.A. IN 1943 IS ADEQUATE WITH THE FOLLOWING ADDITIONS-- EA2490' EA2490'THE STATION IS 6 FEET SOUTH OF METAL WITNESS POST, ON THE EA2490'HIGH WATER LINE AND PROJECTS 10 INCHES. THE STATION IS NOT EA2490'STAMPED AND THERE ARE NO R.M.S. EA2490' EA2490'THE TO REACH WAS NOT VERIFIED AS THE STATION WAS VISITED BY BOAT. EA2490 EA2490 STATION RECOVERY (1974) EA2490 EA2490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RST) EA2490'STATION RECOVERED IN GOOD CONDITION. IT IS LOCATED ABOUT 300 EA2490'YARDS SOUTHWEST FROM EDENS LANDING ON A SMALL HAMMOCK ABOUT 50 EA2490'FEET BY 20 FEET THAT IS SEPARATED FROM THE MAINLAND BY ABOUT 60 EA2490'YARDS OF MARSH. STATION IS ON THE SOUTHEAST SIDE OF THE HAMMOCK EA2490'ABOUT 1.0 FEET NORTHWEST OF THE APPARENT SHORELINE. THE DISK IS EA2490'UNSTAMPED, BUT HAS A PUNCH MARK NEAR THE CENTER OF THE TRIANGLE. EA2490' EA2490'INTRACOASTAL WATERWAY DAYBEACON 80 BEARS EA2490'SOUTH-SOUTHEAST. DAYBEACON 78 BEARS EAST-SOUTHEAST. SURF CITY EA2490'WATER TANK BEARS EAST, AND THE CENTER OF THE BRIDGE TO TOPSAIL EA2490'ISLAND BEARS EAST-NORTHEAST. EA2490' EA2490'IN OTHER REGARDS, THE RECOVERY NOTE BY HCA IN 1943 IS ADEQUATE. EA2490 EA2490 STATION RECOVERY (1976) EA2490 EA2490'RECOVERY NOTE BY US ENGINEERS 1976 (GRN) EA2490'STATION FOUND POOR CAN BE USED ONLY AT LOW TIDE, DESCRIPTION EA2490'ADEQUATE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2491 *********************************************************************** EA2491 DESIGNATION - BEE EA2491 PID - EA2491 EA2491 STATE/COUNTY- NC/PENDER EA2491 USGS QUAD - HOLLY RIDGE (1997) EA2491 EA2491 *CURRENT SURVEY CONTROL EA2491 ___________________________________________________________________ EA2491* NAD 83(1986)- 34 24 24.99492(N) 077 34 46.02468(W) ADJUSTED EA2491* NAVD 88 - 1. (meters) 3. (feet) SCALED EA2491 ___________________________________________________________________ EA2491 LAPLACE CORR- -2.52 (seconds) DEFLEC99 EA2491 GEOID HEIGHT- -37.38 (meters) GEOID03 EA2491 EA2491 HORZ ORDER - THIRD EA2491 EA2491.The North Carolina HARNS have been completed but, EA2491.due to contractual restrictions, coordinates for these stations EA2491.will NOT be published in the near future. In the interim, the EA2491.published coordinates in North Carolina will not be EA2491.consistent with the Continuously Operating Reference Stations EA2491.(CORS). The HARN coordinates for these stations are available EA2491.upon request. Contact Gary Thompson(919-733-3836). EA2491. EA2491.In addition, the published North Carolina positions EA2491.(NAD 83 (1986)) are NOT consistent with those determined in EA2491.adjacent state readjustments. The discontinuity between stations EA2491.located in North Carolina and those in adjacent states EA2491.which have been adjusted to the HARN may be as much as 5 EA2491.decimeters. This will result in a significant loss of accuracy EA2491.over lines crossing such state borders. EA2491 EA2491 EA2491.The horizontal coordinates were established by classical geodetic methods EA2491.and adjusted by the National Geodetic Survey in July 1986. EA2491 EA2491.The orthometric height was scaled from a topographic map. EA2491 EA2491.The Laplace correction was computed from DEFLEC99 derived deflections. EA2491 EA2491.The geoid height was determined by GEOID03. EA2491 EA2491; North East Units Scale Factor Converg. EA2491;SPC NC - 73,811.329 740,202.166 MT 0.99998043 +0 49 11.6 EA2491;SPC NC - 242,162.67 2,428,479.94 sFT 0.99998043 +0 49 11.6 EA2491;UTM 18 - 3,810,295.475 262,906.008 MT 1.00029295 -1 27 29.7 EA2491 EA2491! - Elev Factor x Scale Factor = Combined Factor EA2491!SPC NC - 1.00000576 x 0.99998043 = 0.99998619 EA2491!UTM 18 - 1.00000576 x 1.00029295 = 1.00029871 EA2491 EA2491: Primary Azimuth Mark Grid Az EA2491:SPC NC - BUMBLE 228 18 55.7 EA2491:UTM 18 - BUMBLE 230 35 37.0 EA2491 EA2491|---------------------------------------------------------------------| EA2491| PID Reference Object Distance Geod. Az | EA2491| dddmmss.s | EA2491| EA2495 BUMBLE APPROX. 1.0 KM 2290807.3 | EA2491|---------------------------------------------------------------------| EA2491 EA2491 SUPERSEDED SURVEY CONTROL EA2491 EA2491 NAD 27 - 34 24 24.39300(N) 077 34 47.12800(W) AD( ) 3 EA2491 EA2491.Superseded values are not recommended for survey control. EA2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2491.See file dsdata.txt to determine how the superseded data were derived. EA2491 EA2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6290610295(NAD 83) EA2491_MARKER: DS = TRIANGULATION STATION DISK EA2491_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE EA2491_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EA2491_MARK LOGO: CGS EA2491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA2491 EA2491 HISTORY - Date Condition Report By EA2491 HISTORY - 1914 MONUMENTED CGS EA2491 HISTORY - 1933 POOR CGS EA2491 HISTORY - 1943 SEE DESCRIPTION CGS EA2491 HISTORY - 1964 MARK NOT FOUND CGS EA2491 EA2491 STATION DESCRIPTION EA2491 EA2491'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS) EA2491'STATION IS ON THE MARSH ON THE INLAND SIDE OF THE BANKS, NEARLY EA2491'OPPOSITE VIRGINIA CREEK, 3 YARDS FROM HIGH-WATER MARK. EA2491' EA2491'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE EA2491'AT THE CENTER OF THE TOP OF A TILE. EA2491' EA2491'THE REFERENCE MARK IS A TILE FILLED WITH AND SET IN CEMENT, IT EA2491'IS ABOUT 20 METERS (66 FEET) FROM THE STATION, JUST IN THE WOODS, EA2491'2 YARDS E OF A BLAZED CEDAR TREE. EA2491 EA2491 STATION RECOVERY (1933) EA2491 EA2491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JAB) EA2491'STATION WAS RECOVERED AND WAS IN POOR CONDITION. THE TOP OF EA2491'THE TILE INCLUDING THE DISK WAS BROKEN OFF AND WAS FOUND LYING EA2491'BESIDE THE MARK. THIS WAS FITTED BACK ON AND A CONCRETE MOUND EA2491'WAS BUILT AROUND IT. EA2491' EA2491'THE STATION IS ON MARSHLAND THAT IS COVERED AT HIGH WATER. IT EA2491'IS ON THE SOUND SIDE OF THE BANKS AND THE THICK UNDERBRUSH ABOUT EA2491'OPPOSITE FROM VIRGINIA CREEK, AND ABOUT 28 METERS FROM THE EDGE EA2491'OF THE WOODS. EA2491' EA2491'THE REFERENCE MARK WAS FOUND WITH THE TOP BROKEN OFF LEAVING EA2491'A TILE STUB. EA2491' EA2491'THE DISTANCE FROM THE STATION TO THE MARK IS APPROXIMATELY EA2491'28 METERS INSTEAD OF 20, AS STATED IN THE DESCRIPTION. THE CEDAR EA2491'TREE MENTIONED IN THE DESCRIPTION HAS BLOWN OVER. EA2491 EA2491 STATION RECOVERY (1943) EA2491 EA2491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (HCA) EA2491'THE STATION WAS RECOVERED AS DESCRIBED IN THE RECOVERY NOTE OF EA2491'J.A.B., IN 1933. THE BEACH IS ERODING AND THE STATION MAY BE EA2491'LOST IN A FEW YEARS. EA2491' EA2491'THE STATION IS ABOUT 2 MILES SSW OF SEARS LANDING, ON THE SE EA2491'SIDE OF TOPSAIL SOUND, AND ABOUT OPPOSITE THE MOUTH OF VIRGINIA EA2491'CREEK. THE STATION, AS REPAIRED IN 1933, IS A BRONZE DISK SET EA2491'IN THE CENTER OF THE TOP OF A TILE EMBEDDED IN THE GROUND. EA2491' EA2491'TO REACH FROM THE BRIDGE AT SEARS LANDING, GO SE 0.4 MILE AND EA2491'TURN RIGHT, THENCE ON THE ONLY ROAD SW 2.1 MILES TO A DIM TRAIL EA2491'ROAD ON THE RIGHT. FROM THE BEGINNING OF THE DIM TRAIL ROAD, GO EA2491'STRAIGHT INTO THE WOODS NW ABOUT 150 YARDS TO THE WATER EDGE EA2491'AND THE STATION. EA2491 EA2491 STATION RECOVERY (1964) EA2491 EA2491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA2491'LOST. A SEARCH WAS MADE NEAR THE PLOTTED POSITION BUT NO TRACE EA2491'OF THE STATION OR REFERENCE MARK COULD BE FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0986 *********************************************************************** EA0986 DESIGNATION - BERRY EA0986 PID - EA0986 EA0986 STATE/COUNTY- NC/PENDER EA0986 USGS QUAD - STAG PARK (1981) EA0986 EA0986 *CURRENT SURVEY CONTROL EA0986 ___________________________________________________________________ EA0986* NAD 83(1986)- 34 36 13.96435(N) 077 52 09.72371(W) ADJUSTED EA0986* NAVD 88 - 5.146 (meters) 16.88 (feet) ADJUSTED EA0986 ___________________________________________________________________ EA0986 LAPLACE CORR- -3.70 (seconds) DEFLEC99 EA0986 GEOID HEIGHT- -36.53 (meters) GEOID03 EA0986 DYNAMIC HT - 5.141 (meters) 16.87 (feet) COMP EA0986 MODELED GRAV- 979,674.7 (mgal) NAVD 88 EA0986 EA0986 HORZ ORDER - SECOND EA0986 VERT ORDER - SECOND CLASS II EA0986 EA0986.The North Carolina HARNS have been completed but, EA0986.due to contractual restrictions, coordinates for these stations EA0986.will NOT be published in the near future. In the interim, the EA0986.published coordinates in North Carolina will not be EA0986.consistent with the Continuously Operating Reference Stations EA0986.(CORS). The HARN coordinates for these stations are available EA0986.upon request. Contact Gary Thompson(919-733-3836). EA0986. EA0986.In addition, the published North Carolina positions EA0986.(NAD 83 (1986)) are NOT consistent with those determined in EA0986.adjacent state readjustments. The discontinuity between stations EA0986.located in North Carolina and those in adjacent states EA0986.which have been adjusted to the HARN may be as much as 5 EA0986.decimeters. This will result in a significant loss of accuracy EA0986.over lines crossing such state borders. EA0986 EA0986 EA0986.The horizontal coordinates were established by classical geodetic methods EA0986.and adjusted by the National Geodetic Survey in July 1986. EA0986 EA0986.The orthometric height was determined by differential leveling EA0986.and adjusted by the National Geodetic Survey in June 1991. EA0986 EA0986.The Laplace correction was computed from DEFLEC99 derived deflections. EA0986 EA0986.The geoid height was determined by GEOID03. EA0986 EA0986.The dynamic height is computed by dividing the NAVD 88 EA0986.geopotential number by the normal gravity value computed on the EA0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0986.degrees latitude (g = 980.6199 gals.). EA0986 EA0986.The modeled gravity was interpolated from observed gravity values. EA0986 EA0986; North East Units Scale Factor Converg. EA0986;SPC NC - 95,312.891 713,300.628 MT 0.99993606 +0 39 09.2 EA0986;SPC NC - 312,705.71 2,340,220.48 sFT 0.99993606 +0 39 09.2 EA0986;UTM 18 - 3,832,859.791 236,870.549 MT 1.00045348 -1 37 49.6 EA0986 EA0986! - Elev Factor x Scale Factor = Combined Factor EA0986!SPC NC - 1.00000493 x 0.99993606 = 0.99994099 EA0986!UTM 18 - 1.00000493 x 1.00045348 = 1.00045841 EA0986 EA0986|---------------------------------------------------------------------| EA0986| PID Reference Object Distance Geod. Az | EA0986| dddmmss.s | EA0986| EA0987 BLUE 341.744 METERS 07733 | EA0986|---------------------------------------------------------------------| EA0986 EA0986 SUPERSEDED SURVEY CONTROL EA0986 EA0986 NAD 27 - 34 36 13.36773(N) 077 52 10.76867(W) AD( ) 2 EA0986 NGVD 29 (??/??/92) 5.441 (m) 17.85 (f) ADJ UNCH 2 2 EA0986 EA0986.Superseded values are not recommended for survey control. EA0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0986.See file dsdata.txt to determine how the superseded data were derived. EA0986 EA0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3687132860(NAD 83) EA0986_MARKER: DD = SURVEY DISK EA0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA0986_STAMPING: BERRY 1974 EA0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0986+STABILITY: SURFACE MOTION EA0986 EA0986 HISTORY - Date Condition Report By EA0986 HISTORY - 1974 MONUMENTED NCGS EA0986 HISTORY - 1975 GOOD NCGS EA0986 EA0986 STATION DESCRIPTION EA0986 EA0986'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA0986'BERRY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA0986'THE VICINITY OF BURGAW, NORTH CAROLINA. EA0986' EA0986'BERRY IS LOCATED APPROXIMATELY 4.8 MILES NORTHEAST OF BURGAW. TO EA0986'REACH STATION FROM THE INTERSECTION OF U.S. 117 BYPASS WITH NC 53 AT EA0986'NORTHEAST EDGE OF BURGAW, PROCEED NORTHEAST ALONG NC 53 FOR 4.4 EA0986'MILES TO STATION ON LEFT ON GROUNDS OF FARMHOUSE OWNED BY CHARLES EA0986'ROWE, AND 0.5 MILE NORTHEAST OF BRIDGE OVER CAPE FEAR RIVER. EA0986' EA0986'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0986'BERRY 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EA0986'IS FLUSH WITH THE SURFACE OF THE GROUND. EA0986' EA0986'MARK IS 134.2 FT NW OF C/L OF NC 53 EA0986' EA0986'4.0 FT NW OF HOUSE POWER POLE (ALUMINUM REF. TAG ON BOTH SIDES OF EA0986'POLE) EA0986' EA0986'23.8 FT SE OF CORNER OF FENCE EA0986' EA0986'36.6 FT E OF SE CORNER OF GARAGE EA0986' EA0986'46.3 FT SW OF SW CORNER OF MAIN PART OF HOUSE EA0986' EA0986'83.2 FT NW OF PP WITH ALUMINUM REF. TAG EA0986 EA0986 STATION RECOVERY (1975) EA0986 EA0986'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0986'4.8 MI NE FROM BURGAW. EA0986'TO REACH STATION FROM INTERSECTION OF US 117 BYPASS WITH NC 53 AT EA0986'NORTHEAST EDGE OF BURGAW, PROCEED NORTHEAST ALONG NC 53 FOR 4.4 MILES EA0986'TO STATION ON LEFT ON GROUNDS OF FARMHOUSE OWNED BY CHARLES ROWE, 0.5 EA0986'MILE NORTHEAST OF BRIDGE OVER CAPE FEAR RIVER. 134.2 FT. NW OF C/L OF EA0986'NC 53, 4.0 FT. NW OF HOUSE POWER POLE WITH ALUMINUM REF. TAG ON BOTH EA0986'SIDES OF POLE, 23.8 FT. SE OF CORNER OF FENCE, 36.6 FT. E OF SE CORNER EA0986'OF GARAGE, 46.3 FT. SW OF SW CORNER OF MAIN PART OF HOUSE, AND 83.2 EA0986'FT. NW OF PP WITH ALUMINUM REF. TAG. DISK IS SET IN CONCRETE EA0986'CYLINDER, FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1985 *********************************************************************** EB1985 DESIGNATION - BERTHA EB1985 PID - EB1985 EB1985 STATE/COUNTY- NC/PENDER EB1985 USGS QUAD - COSTIN (1984) EB1985 EB1985 *CURRENT SURVEY CONTROL EB1985 ___________________________________________________________________ EB1985* NAD 83(1986)- 34 32 44.36100(N) 078 01 49.29819(W) ADJUSTED EB1985* NAVD 88 - 11.1 (meters) 36. (feet) VERTCON EB1985 ___________________________________________________________________ EB1985 LAPLACE CORR- -3.40 (seconds) DEFLEC99 EB1985 GEOID HEIGHT- -36.13 (meters) GEOID03 EB1985 EB1985 HORZ ORDER - SECOND EB1985 EB1985.The North Carolina HARNS have been completed but, EB1985.due to contractual restrictions, coordinates for these stations EB1985.will NOT be published in the near future. In the interim, the EB1985.published coordinates in North Carolina will not be EB1985.consistent with the Continuously Operating Reference Stations EB1985.(CORS). The HARN coordinates for these stations are available EB1985.upon request. Contact Gary Thompson(919-733-3836). EB1985. EB1985.In addition, the published North Carolina positions EB1985.(NAD 83 (1986)) are NOT consistent with those determined in EB1985.adjacent state readjustments. The discontinuity between stations EB1985.located in North Carolina and those in adjacent states EB1985.which have been adjusted to the HARN may be as much as 5 EB1985.decimeters. This will result in a significant loss of accuracy EB1985.over lines crossing such state borders. EB1985 EB1985 EB1985.The horizontal coordinates were established by classical geodetic methods EB1985.and adjusted by the National Geodetic Survey in July 1986. EB1985 EB1985.The NAVD 88 height was computed by applying the VERTCON shift value to EB1985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB1985 EB1985.The Laplace correction was computed from DEFLEC99 derived deflections. EB1985 EB1985.The geoid height was determined by GEOID03. EB1985 EB1985; North East Units Scale Factor Converg. EB1985;SPC NC - 88,698.513 698,598.261 MT 0.99994796 +0 33 34.7 EB1985;SPC NC - 291,005.04 2,291,984.46 sFT 0.99994796 +0 33 34.7 EB1985;UTM 17 - 3,826,666.807 772,517.714 MT 1.00051549 +1 41 06.0 EB1985;UTM 18 - 3,826,832.463 221,908.175 MT 1.00055333 -1 43 10.2 EB1985 EB1985! - Elev Factor x Scale Factor = Combined Factor EB1985!SPC NC - 1.00000392 x 0.99994796 = 0.99995188 EB1985!UTM 17 - 1.00000392 x 1.00051549 = 1.00051941 EB1985!UTM 18 - 1.00000392 x 1.00055333 = 1.00055725 EB1985 EB1985: Primary Azimuth Mark Grid Az EB1985:SPC NC - WESTVIEW 097 22 05.7 EB1985:UTM 17 - WESTVIEW 096 14 34.4 EB1985:UTM 18 - WESTVIEW 099 38 50.6 EB1985 EB1985|---------------------------------------------------------------------| EB1985| PID Reference Object Distance Geod. Az | EB1985| dddmmss.s | EB1985| EB1984 WESTVIEW APPROX. 1.1 KM 0975540.4 | EB1985|---------------------------------------------------------------------| EB1985 EB1985 SUPERSEDED SURVEY CONTROL EB1985 EB1985 NAD 27 - 34 32 43.76211(N) 078 01 50.32439(W) AD( ) 2 EB1985 NGVD 29 (07/19/86) 11.4 (m) 37. (f) VERT ANG EB1985 EB1985.Superseded values are not recommended for survey control. EB1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1985.See file dsdata.txt to determine how the superseded data were derived. EB1985 EB1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU7251826667(NAD 83) EB1985_MARKER: DE = TRAVERSE STATION DISK EB1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1985_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB1985_STAMPING: BERTHA 1973 EB1985_MARK LOGO: NCGS EB1985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1985+STABILITY: SURFACE MOTION EB1985 EB1985 HISTORY - Date Condition Report By EB1985 HISTORY - 1973 MONUMENTED NCGS EB1985 EB1985 STATION DESCRIPTION EB1985 EB1985'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB1985'BERTHA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB1985'THE VICINITY OF BURGAW, NORTH CAROLINA. EB1985' EB1985'BERTHA IS LOCATED APPROXIMATELY 06.1 MILES WEST OF BURGAW, AND 08.0 EB1985'MILES EAST OF ATKINSON. TO REACH THE STATION FROM THE INTERSECTION EB1985'OF NC 53 WITH US 421 AT WARDS CORNER. PROCEED EAST ALONG NC 53 FOR EB1985'2.5 MILES TO SR 1338 (NORTH) AND STATION IN THE NW QUARDRANT OF EB1985'INTERSECTION. EB1985' EB1985'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BERTHA EB1985'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB1985'FLUSH WITH THE SURFACE OF THE GROUND. EB1985' EB1985'MARK IS EB1985' EB1985'30.6 FEET N OF C/L OF NC 53. EB1985'34.5 FEET W OF C/L OF SR 1338. EB1985'66.8 FEET W OF 20 INCH PINE W/ALUMINUM REF. TAG. EB1985'29.2 FEET SW OF 6 INCH GUM W/ALUMINUM REF. TAG. EB1985'2.7 FEET NE OF R/W MARKER (TOP BROKEN). 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2973 *********************************************************************** EA2973 DESIGNATION - BINS EA2973 PID - EA2973 EA2973 STATE/COUNTY- NC/PENDER EA2973 USGS QUAD - WALLACE EAST (1981) EA2973 EA2973 *CURRENT SURVEY CONTROL EA2973 ___________________________________________________________________ EA2973* NAD 83(1986)- 34 41 25.28561(N) 077 58 40.68570(W) ADJUSTED EA2973* NAVD 88 - 17.0 (meters) 56. (feet) VERTCON EA2973 ___________________________________________________________________ EA2973 LAPLACE CORR- -3.96 (seconds) DEFLEC99 EA2973 GEOID HEIGHT- -36.20 (meters) GEOID03 EA2973 EA2973 HORZ ORDER - SECOND EA2973 EA2973.The North Carolina HARNS have been completed but, EA2973.due to contractual restrictions, coordinates for these stations EA2973.will NOT be published in the near future. In the interim, the EA2973.published coordinates in North Carolina will not be EA2973.consistent with the Continuously Operating Reference Stations EA2973.(CORS). The HARN coordinates for these stations are available EA2973.upon request. Contact Gary Thompson(919-733-3836). EA2973. EA2973.In addition, the published North Carolina positions EA2973.(NAD 83 (1986)) are NOT consistent with those determined in EA2973.adjacent state readjustments. The discontinuity between stations EA2973.located in North Carolina and those in adjacent states EA2973.which have been adjusted to the HARN may be as much as 5 EA2973.decimeters. This will result in a significant loss of accuracy EA2973.over lines crossing such state borders. EA2973 EA2973 EA2973.The horizontal coordinates were established by classical geodetic methods EA2973.and adjusted by the National Geodetic Survey in July 1986. EA2973 EA2973.The NAVD 88 height was computed by applying the VERTCON shift value to EA2973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2973 EA2973.The Laplace correction was computed from DEFLEC99 derived deflections. EA2973 EA2973.The geoid height was determined by GEOID03. EA2973 EA2973; North East Units Scale Factor Converg. EA2973;SPC NC - 104,797.069 703,241.606 MT 0.99992026 +0 35 23.6 EA2973;SPC NC - 343,821.72 2,307,218.50 sFT 0.99992026 +0 35 23.6 EA2973;UTM 18 - 3,842,742.886 227,192.166 MT 1.00051741 -1 41 45.4 EA2973;UTM 17 - 3,842,863.328 776,845.752 MT 1.00054478 +1 43 15.8 EA2973 EA2973! - Elev Factor x Scale Factor = Combined Factor EA2973!SPC NC - 1.00000301 x 0.99992026 = 0.99992327 EA2973!UTM 18 - 1.00000301 x 1.00051741 = 1.00052042 EA2973!UTM 17 - 1.00000301 x 1.00054478 = 1.00054779 EA2973 EA2973: Primary Azimuth Mark Grid Az EA2973:SPC NC - SAM 261 40 45.7 EA2973:UTM 18 - SAM 263 57 54.7 EA2973:UTM 17 - SAM 260 32 53.5 EA2973 EA2973|---------------------------------------------------------------------| EA2973| PID Reference Object Distance Geod. Az | EA2973| dddmmss.s | EA2973| EA2972 SAM APPROX. 0.6 KM 2621609.3 | EA2973|---------------------------------------------------------------------| EA2973 EA2973 SUPERSEDED SURVEY CONTROL EA2973 EA2973 NAD 27 - 34 41 24.68110(N) 077 58 41.73765(W) AD( ) 2 EA2973 NGVD 29 (07/19/86) 17.3 (m) 57. (f) VERT ANG EA2973 EA2973.Superseded values are not recommended for survey control. EA2973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2973.See file dsdata.txt to determine how the superseded data were derived. EA2973 EA2973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD2719242743(NAD 83) EA2973_MARKER: DE = TRAVERSE STATION DISK EA2973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2973_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2973_STAMPING: BINS 1973 EA2973_MARK LOGO: NCGS EA2973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2973+STABILITY: SURFACE MOTION EA2973 EA2973 HISTORY - Date Condition Report By EA2973 HISTORY - 1973 MONUMENTED NCGS EA2973 EA2973 STATION DESCRIPTION EA2973 EA2973'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EA2973'BINS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EA2973'VICINITY OF WILLARD, NORTH CAROLINA. EA2973' EA2973'BINS IS LOCATED APPROXIMATELY IN WILLARD, AND 3.2 MILES SSE OF EA2973'WALLACE. TO REACH STATION FROM INTERSECTION OF SR 1001 AND SEABOARD EA2973'COAST LINE RR IN WILLARD, PROCEED EAST ALONG SR 1001 FOR EA2973'APPROXIMATELY 150 FEET TO Y INTERSECTION WITH SR 1310, THENCE EAST EA2973'ALONG SR 1310 FOR 0.1 MILES TO STATION ON THE RIGHT SHOULDER, EA2973'APPROXIMATELY 120 FEET WEST OF INTERSECTION WITH SR 1313. EA2973' EA2973'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BINS EA2973'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2 EA2973'INCHES BELOW THE GROUND. EA2973' EA2973'MARK IS EA2973'10.3 FEET S OF C/L OF SR 1310. EA2973'112.8 FEET WSW OF C/L OF SR 131. EA2973'47.8 FEET NE OF 18 INCH TWIN MAGNOLIA. EA2973'78.1 FEET W OF 4 X 4 STOP SIGN POST W/ALUMINUM REF. TAG. EA2973'155.5 FEET SW OF PP W/ALUMINUM REF. TAG. EA2973'45.2 FEET N OF 20 INCH SYCAMORE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0988 *********************************************************************** EA0988 DESIGNATION - BLACK EA0988 PID - EA0988 EA0988 STATE/COUNTY- NC/PENDER EA0988 USGS QUAD - STAG PARK (1981) EA0988 EA0988 *CURRENT SURVEY CONTROL EA0988 ___________________________________________________________________ EA0988* NAD 83(1986)- 34 36 20.47219(N) 077 50 45.68302(W) ADJUSTED EA0988* NAVD 88 - 4.577 (meters) 15.02 (feet) ADJUSTED EA0988 ___________________________________________________________________ EA0988 LAPLACE CORR- -3.63 (seconds) DEFLEC99 EA0988 GEOID HEIGHT- -36.58 (meters) GEOID03 EA0988 DYNAMIC HT - 4.573 (meters) 15.00 (feet) COMP EA0988 MODELED GRAV- 979,674.1 (mgal) NAVD 88 EA0988 EA0988 HORZ ORDER - SECOND EA0988 VERT ORDER - SECOND CLASS II EA0988 EA0988.The North Carolina HARNS have been completed but, EA0988.due to contractual restrictions, coordinates for these stations EA0988.will NOT be published in the near future. In the interim, the EA0988.published coordinates in North Carolina will not be EA0988.consistent with the Continuously Operating Reference Stations EA0988.(CORS). The HARN coordinates for these stations are available EA0988.upon request. Contact Gary Thompson(919-733-3836). EA0988. EA0988.In addition, the published North Carolina positions EA0988.(NAD 83 (1986)) are NOT consistent with those determined in EA0988.adjacent state readjustments. The discontinuity between stations EA0988.located in North Carolina and those in adjacent states EA0988.which have been adjusted to the HARN may be as much as 5 EA0988.decimeters. This will result in a significant loss of accuracy EA0988.over lines crossing such state borders. EA0988 EA0988 EA0988.The horizontal coordinates were established by classical geodetic methods EA0988.and adjusted by the National Geodetic Survey in July 1986. EA0988 EA0988.The orthometric height was determined by differential leveling EA0988.and adjusted by the National Geodetic Survey in June 1991. EA0988 EA0988.The Laplace correction was computed from DEFLEC99 derived deflections. EA0988 EA0988.The geoid height was determined by GEOID03. EA0988 EA0988.The dynamic height is computed by dividing the NAVD 88 EA0988.geopotential number by the normal gravity value computed on the EA0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0988.degrees latitude (g = 980.6199 gals.). EA0988 EA0988.The modeled gravity was interpolated from observed gravity values. EA0988 EA0988; North East Units Scale Factor Converg. EA0988;SPC NC - 95,538.040 715,439.326 MT 0.99993571 +0 39 57.7 EA0988;SPC NC - 313,444.39 2,347,237.19 sFT 0.99993571 +0 39 57.7 EA0988;UTM 18 - 3,832,999.632 239,017.615 MT 1.00043961 -1 37 02.1 EA0988 EA0988! - Elev Factor x Scale Factor = Combined Factor EA0988!SPC NC - 1.00000502 x 0.99993571 = 0.99994073 EA0988!UTM 18 - 1.00000502 x 1.00043961 = 1.00044464 EA0988 EA0988: Primary Azimuth Mark Grid Az EA0988:SPC NC - BLUE 265 19 32.5 EA0988:UTM 18 - BLUE 267 36 32.3 EA0988 EA0988|---------------------------------------------------------------------| EA0988| PID Reference Object Distance Geod. Az | EA0988| dddmmss.s | EA0988| EA0989 BOX 307.669 METERS 07657 | EA0988| EA0987 BLUE APPROX. 1.8 KM 2655930.2 | EA0988|---------------------------------------------------------------------| EA0988 EA0988 SUPERSEDED SURVEY CONTROL EA0988 EA0988 NAD 27 - 34 36 19.87376(N) 077 50 46.73330(W) AD( ) 2 EA0988 NGVD 29 (??/??/92) 4.873 (m) 15.99 (f) ADJ UNCH 2 2 EA0988 EA0988.Superseded values are not recommended for survey control. EA0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0988.See file dsdata.txt to determine how the superseded data were derived. EA0988 EA0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3901833000(NAD 83) EA0988_MARKER: DD = SURVEY DISK EA0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA0988_STAMPING: BACK 1974 EA0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0988+STABILITY: SURFACE MOTION EA0988 EA0988 HISTORY - Date Condition Report By EA0988 HISTORY - 1974 MONUMENTED NCGS EA0988 HISTORY - 1975 GOOD NCGS EA0988 EA0988 STATION DESCRIPTION EA0988 EA0988'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA0988'BACK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA0988'THE VICINITY OF BURGAW, NORTH CAROLINA. EA0988' EA0988'BACK IS LOCATED APPROXIMATELY 5.9 MILES NORTHEAST OF BURGAW. TO EA0988'REACH STATION FROM THE INTERSECTION OF U.S. 117 BYPASS WITH NC 53 EA0988'AT NORTHEAST EDGE OF BURGAW, PROCEED NORTHEAST ALONG NC 53 FOR EA0988'5.8 MILES TO STATION ON LEFT, BEHIND A POWER POLE WITH A SUPPORT EA0988'POLE ON OPPOSITE SIDE OF HIGHWAY, 1.0 MILE SOUTHWEST OF EA0988'INTERSECTION WITH SR 1318, AND 1.9 MILES NORTHEAST OF A BRIDGE EA0988'OVER CAPE FEAR RIVER. EA0988' EA0988'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0988'BACK 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EA0988'IS 3 INCHES ABOVE THE SURFACE OF THE GROUND. EA0988' EA0988'MARK IS 54.9 FT N OF C/L OF NC 53 EA0988' EA0988'3.0 FT N OF PP WITH ALUMINUM REF. TAGS ON BOTH SIDES OF POLE EA0988' EA0988'34.8 FT SE OF 10 INCH PINE WITH ALUMINUM REF. TAG EA0988' EA0988'37.0 FT SW OF 8 INCH PINE WITH ALUMINUM REF. TAG EA0988 EA0988 STATION RECOVERY (1975) EA0988 EA0988'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0988'5.9 MI NE FROM BURGAW. EA0988'TO REACH STATION FROM INTERSECTION OF US 117 BYPASS WITH NC 53 AT EA0988'NORTHEAST EDGE OF BURGAW, PROCEED NORTHEAST ALONG NC 53 FOR 5.8 MILES EA0988'TO STATION ON LEFT, BEHIND A POWER POLE WITH A SUPPORT POLE ON EA0988'OPPOSITE SIDE OF HIGHWAY, 1.0 MILES SOUTHWEST OF INTERSECTION WITH SR EA0988'1318, AND 1.9 MILES NORTHEAST OF A BRIDGE OVER CAPE FEAR RIVER. 54.9 EA0988'FT. N OF C/L OF NC 53, 3.0 FT. N OF PP WITH ALUMINUM REF. TAGS ON BOTH EA0988'SIDES OF POLE, 34.8 FT. SE OF 10 INCH PINE WITH ALUMINUM REF. TAG, AND EA0988'37.0 FT. SW OF 8 INCH PINE WITH ALUMINUM REF. TAG. DISK IS SET IN EA0988'CONCRETE CYLINDER, 3 INCHES ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2493 *********************************************************************** EA2493 DESIGNATION - BLAKE EA2493 PID - EA2493 EA2493 STATE/COUNTY- NC/PENDER EA2493 USGS QUAD - HOLLY RIDGE (1997) EA2493 EA2493 *CURRENT SURVEY CONTROL EA2493 ___________________________________________________________________ EA2493* NAD 83(1986)- 34 22 55.11442(N) 077 36 48.72022(W) ADJUSTED EA2493* NAVD 88 - 3. (meters) 10. (feet) SCALED EA2493 ___________________________________________________________________ EA2493 LAPLACE CORR- -3.13 (seconds) DEFLEC99 EA2493 GEOID HEIGHT- -37.35 (meters) GEOID03 EA2493 EA2493 HORZ ORDER - SECOND EA2493 EA2493.The North Carolina HARNS have been completed but, EA2493.due to contractual restrictions, coordinates for these stations EA2493.will NOT be published in the near future. In the interim, the EA2493.published coordinates in North Carolina will not be EA2493.consistent with the Continuously Operating Reference Stations EA2493.(CORS). The HARN coordinates for these stations are available EA2493.upon request. Contact Gary Thompson(919-733-3836). EA2493. EA2493.In addition, the published North Carolina positions EA2493.(NAD 83 (1986)) are NOT consistent with those determined in EA2493.adjacent state readjustments. The discontinuity between stations EA2493.located in North Carolina and those in adjacent states EA2493.which have been adjusted to the HARN may be as much as 5 EA2493.decimeters. This will result in a significant loss of accuracy EA2493.over lines crossing such state borders. EA2493 EA2493 EA2493.The horizontal coordinates were established by classical geodetic methods EA2493.and adjusted by the National Geodetic Survey in July 1986. EA2493 EA2493.The orthometric height was scaled from a topographic map. EA2493 EA2493.The Laplace correction was computed from DEFLEC99 derived deflections. EA2493 EA2493.The geoid height was determined by GEOID03. EA2493 EA2493; North East Units Scale Factor Converg. EA2493;SPC NC - 70,997.788 737,107.647 MT 0.99998688 +0 48 00.8 EA2493;SPC NC - 232,931.91 2,418,327.34 sFT 0.99998688 +0 48 00.8 EA2493;UTM 18 - 3,807,606.273 259,701.105 MT 1.00031182 -1 28 35.7 EA2493 EA2493! - Elev Factor x Scale Factor = Combined Factor EA2493!SPC NC - 1.00000544 x 0.99998688 = 0.99999232 EA2493!UTM 18 - 1.00000544 x 1.00031182 = 1.00031726 EA2493 EA2493: Primary Azimuth Mark Grid Az EA2493:SPC NC - ATKINSON RESET 353 12 02.2 EA2493:UTM 18 - ATKINSON RESET 355 28 38.7 EA2493 EA2493|---------------------------------------------------------------------| EA2493| PID Reference Object Distance Geod. Az | EA2493| dddmmss.s | EA2493| EA0698 TOWER TWO 90.342 METERS 10549 | EA2493| EA2481 ATKINSON RESET APPROX. 1.9 KM 3540003.0 | EA2493|---------------------------------------------------------------------| EA2493 EA2493 SUPERSEDED SURVEY CONTROL EA2493 EA2493 NAD 27 - 34 22 54.50700(N) 077 36 49.81800(W) AD( ) 2 EA2493 EA2493.Superseded values are not recommended for survey control. EA2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2493.See file dsdata.txt to determine how the superseded data were derived. EA2493 EA2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5970107606(NAD 83) EA2493_MARKER: DS = TRIANGULATION STATION DISK EA2493_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE EA2493_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EA2493_MARK LOGO: CGS EA2493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA2493 EA2493 HISTORY - Date Condition Report By EA2493 HISTORY - 1914 MONUMENTED CGS EA2493 HISTORY - 1947 POOR CGS EA2493 HISTORY - 1964 SEE DESCRIPTION CGS EA2493 EA2493 STATION DESCRIPTION EA2493 EA2493'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS) EA2493'STATION IS ON THE INLAND SIDE OF THE BANKS, ABOUT 2-1/4 MILES NE EA2493'FROM NEW TOPSAIL INLET, ON THE MAIN POINT ABOUT 650 YARDS W OF EA2493'THE FISHING CAMP, ABOUT 60 YARDS FROM THE WOODS, AT ABOUT EA2493'HIGH-WATER MARK. EA2493' EA2493'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE EA2493'AT THE CENTER OF THE TOP OF A TILE. EA2493' EA2493'THERE ARE NO REFERENCE MARKS. EA2493 EA2493 STATION RECOVERY (1947) EA2493 EA2493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CRR) EA2493'THE STATION WAS RECOVERED AS DESCRIBED. THE MARK WAS FOUND IN EA2493'BAD CONDITION AND WILL NOT LAST MUCH LONGER DUE TO EROSION OF EA2493'THE BEACH. A COMPLETE NEW DESCRIPTION FOLLOWS-- EA2493' EA2493'THE STATION IS LOCATED ON THE INSHORE SIDE OF TOPSAIL ISLAND EA2493'ABOUT 2-1/4 MILES NORTHEAST OF TOPSAIL INLET. IT IS ABOUT 1 EA2493'FOOT FROM THE BANK AT HIGH TIDE AND PROJECTS ABOUT 18 EA2493'INCHES. THE DISK IS IN THE END OF A 4 IN TILE AND IS EA2493'UNSTAMPED. A TRAVERSE CONNECTION WAS MADE TO TOWER TWO R.M. EA2493'NO. 1 AND THE DISTANCE WAS FOUND TO BE 92.123 METERS. EA2493' EA2493'TO REACH FROM HOLLY RIDGE, GO SOUTHWEST ON U.S. HIGHWAY 17 FOR EA2493'0.1 MILE, TURN LEFT AND GO 4.85 MILES TO SEARS LANDING. CONTINUE EA2493'STRAIGHT AHEAD ACROSS BRIDGE FOR 0.5 MILE TO T-ROAD, TURN EA2493'RIGHT AND GO 5.0 MILES TO SIDE ROAD, TURN RIGHT AND GO 0.1 MILE EA2493'TO A WHITE CONCRETE OBSERVING TOWER ABOUT 40 FEET TALL. THE EA2493'STATION IS ABOUT 100 YARDS WEST OF THIS TOWER AT THE WATERS EA2493'EDGE. EA2493' EA2493'TRAVERSE CONNECTION MADE TO TOWER TWO, DISTANCE FOUND TO BE EA2493'90.326 METERS. EA2493 EA2493 STATION RECOVERY (1964) EA2493 EA2493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA2493'DESTROYED. STATION WAS FOUND LYING ON ITS SIDE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2845 *********************************************************************** EA2845 DESIGNATION - BLOODWORTH EA2845 PID - EA2845 EA2845 STATE/COUNTY- NC/PENDER EA2845 USGS QUAD - MOORETOWN (1970) EA2845 EA2845 *CURRENT SURVEY CONTROL EA2845 ___________________________________________________________________ EA2845* NAD 83(1986)- 34 27 02.60964(N) 077 48 17.07077(W) ADJUSTED EA2845* NAVD 88 - 5.46 (meters) 17.9 (feet) LEVELING EA2845 ___________________________________________________________________ EA2845 LAPLACE CORR- -4.50 (seconds) DEFLEC99 EA2845 GEOID HEIGHT- -36.75 (meters) GEOID03 EA2845 EA2845 HORZ ORDER - SECOND EA2845 VERT ORDER - THIRD ? EA2845 EA2845.The North Carolina HARNS have been completed but, EA2845.due to contractual restrictions, coordinates for these stations EA2845.will NOT be published in the near future. In the interim, the EA2845.published coordinates in North Carolina will not be EA2845.consistent with the Continuously Operating Reference Stations EA2845.(CORS). The HARN coordinates for these stations are available EA2845.upon request. Contact Gary Thompson(919-733-3836). EA2845. EA2845.In addition, the published North Carolina positions EA2845.(NAD 83 (1986)) are NOT consistent with those determined in EA2845.adjacent state readjustments. The discontinuity between stations EA2845.located in North Carolina and those in adjacent states EA2845.which have been adjusted to the HARN may be as much as 5 EA2845.decimeters. This will result in a significant loss of accuracy EA2845.over lines crossing such state borders. EA2845 EA2845 EA2845.The horizontal coordinates were established by classical geodetic methods EA2845.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in December 2004. EA2845 EA2845.The orthometric height was determined by differential leveling. EA2845.The vertical network tie was performed by a horz. field party for horz. EA2845.obs reductions. Reset procedures were used to establish the elevation. EA2845 EA2845.The Laplace correction was computed from DEFLEC99 derived deflections. EA2845 EA2845.The geoid height was determined by GEOID03. EA2845 EA2845; North East Units Scale Factor Converg. EA2845;SPC NC - 78,394.692 719,432.253 MT 0.99996956 +0 41 23.5 EA2845;SPC NC - 257,199.92 2,360,337.32 sFT 0.99996956 +0 41 23.5 EA2845;UTM 18 - 3,815,702.739 242,326.849 MT 1.00041848 -1 35 15.0 EA2845 EA2845! - Elev Factor x Scale Factor = Combined Factor EA2845!SPC NC - 1.00000491 x 0.99996956 = 0.99997447 EA2845!UTM 18 - 1.00000491 x 1.00041848 = 1.00042339 EA2845 EA2845: Primary Azimuth Mark Grid Az EA2845:SPC NC - ONSLOW 056 37 54.7 EA2845:UTM 18 - ONSLOW 058 54 33.2 EA2845 EA2845|---------------------------------------------------------------------| EA2845| PID Reference Object Distance Geod. Az | EA2845| dddmmss.s | EA2845| EA2951 ONSLOW APPROX.23.9 KM 0571918.2 | EA2845| EA3222 BLOODWORTH RM 1 44.653 METERS 14539 | EA2845| EA3223 BLOODWORTH RM 2 39.898 METERS 25340 | EA2845| EA3224 BLOODWORTH RM 3 AZIMUTH 2715302.2 | EA2845|---------------------------------------------------------------------| EA2845 EA2845 SUPERSEDED SURVEY CONTROL EA2845 EA2845 NAD 83(1986)- 34 27 02.61648(N) 077 48 17.07000(W) AD( ) 1 EA2845 NAD 27 - 34 27 02.01100(N) 077 48 18.13700(W) AD( ) 1 EA2845 NGVD 29 (07/19/86) 6.1 (m) 20. (f) VERT ANG EA2845 EA2845.Superseded values are not recommended for survey control. EA2845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2845.See file dsdata.txt to determine how the superseded data were derived. EA2845 EA2845_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4232715703(NAD 83) EA2845_MARKER: DS = TRIANGULATION STATION DISK EA2845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2845_STAMPING: BLOODWORTH 1932 EA2845_MARK LOGO: CGS EA2845_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EA2845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2845+STABILITY: SURFACE MOTION EA2845_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EA2845+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1994 EA2845 EA2845 HISTORY - Date Condition Report By EA2845 HISTORY - 1932 MONUMENTED CGS EA2845 HISTORY - 1967 GOOD CGS EA2845 HISTORY - 19940316 GOOD NCGS EA2845 EA2845 STATION DESCRIPTION EA2845 EA2845'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM) EA2845'ABOUT 8 MILES NORTHWEST OF HAMPSTEAD, AND 5 MILES EAST OF ROCKY EA2845'POINT. TO REACH, FOLLOW UNITED STATES ROUTE 17 TO HAMPSTEAD, PROCEED EA2845'NORTHWEST 3.9 MILES ON FAIR SANDY-DIRT ROAD TO FORK AT EA2845'FILLING STATION, KEEP RIGHT-HAND MAIN-TRAVELED ROAD, AND EA2845'FOLLOW 5.0 MILES TO STATION SITE. STATION IS IN PINE-WOODS AREA EA2845'OWNED BY MR. BLOODWORTH, IN DIM WAGON ROAD WHICH LEADS NORTH INTO EA2845'WOODS, 25.9 METERS (85 FEET) NORTH OF CENTER LINE OF DIRT-SAND ROAD EA2845'LEADING TOWARDS STATION, ABOUT 100 METERS (328 FEET) WEST OF SHARP EA2845'TURN IN ROAD TO WEST, ABOUT 75 METERS (246 FEET) EAST OF NEW LONE EA2845'HOUSE ON SOUTH SIDE OF ROAD, AND 10.0 METERS (33 FEET) EAST OF EA2845'12-INCH BLAZED PINE TREE. SURFACE AND UNDERGROUND MARKS ARE EA2845'STANDARD DISK STATION MARKS IN CONCRETE. REFERENCE MARKS ARE EA2845'STANDARD REFERENCE DISKS IN CONCRETE. EA2845' EA2845'REFERENCE MARK NO. 1 IS IN OPEN FIELD, EA2845'6.1 METERS (20 FEET) SOUTH OF CENTER LINE OF ROAD, AND 146.5 EA2845'FEET FROM STATION S 35 DEG E 39 FT. EA2845' EA2845'REFERENCE MARK NO. 2 IS IN WOODED AREA, EA2845'7.4 METERS (24 FEET) NORTH OF CENTER LINE OF ROAD, AND 130.9 EA2845'FEET FROM STATION S 73 DEG W 40 FT. EA2845' EA2845'REFERENCE MARK NO. 3 IS 4 METERS (13 FEET) EA2845'WEST OF CENTER LINE OF ROAD LEADING PAST STATION, ABOUT 25 EA2845'METERS (82 FEET) WEST OF NORTHWEST CORNER OF YARD FENCE, AND EA2845'APPROXIMATELY 200 METERS (656 FEET) FROM STATION N 88 DEG EA2845'07 MIN W. EA2845 EA2845 STATION RECOVERY (1967) EA2845 EA2845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCB) EA2845'ALTHOUGH A THOROUGH SEARCH WAS MADE NO TRACE OF THE STATION OR EA2845'REFERENCE MARK NO. 2 COULD BE FOUND. REFERENCE MARK NO. 1 WAS EA2845'RECOVERED IN GOOD CONDITION BUT PROJECTS ABOUT 18 INCHES. REFERENCE EA2845'MARK NO. 3 WAS FOUND ON TOP OF THE GROUND AND THE DISK WAS EA2845'RECLAIMED AT THIS TIME. THE ROAD IN THE VICINITY HAS BEEN IMPROVED EA2845'AND RELOCATED. A HOME HAS BEEN BUILT NEARBY AND A DRIVEWAY EA2845'HAS REPLACED THE DIM WAGON ROAD WHERE THE STATION WAS LOCATED. AT EA2845'THE TIME THE STATION SITE WAS VISITED NO ONE WAS AT HOME SO EA2845'INFORMATION COULD BE OBTAINED. EA2845 EA2845 STATION RECOVERY (1994) EA2845 EA2845'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (EWB) EA2845'STATION WAS REPORTED NOT FOUND 1967 BUT WAS FOUND IN GOOD CONDITION ON EA2845'THIS DATE. REFERENCE MARK 1 FOUND IN GOOD CONDITION. A COMPLETE NEW EA2845'DESCRIPTION FOLLOWS. STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) EA2845'SOUTHEAST OF BURGAW AND 7.9 MI (12.7 KM) NORTHWEST OF HAMPSTEAD. ALONG EA2845'NC 210 FOR 4.2 MI (6.8 KM) EAST OF I-40 UNDERPASS (EXIT 408) TO EA2845'BLOODWORTH HOME (9040) DRIVEWAY (JUST PRIOR TO SHARP CURVE TO SOUTH) , EA2845'IN SOUTHEAST QUADRANT, OR 1.85 MI (2.98 KM) EAST OF NORTHEAST CAPE EA2845'FEAR RIVER BRIDGE. MARK IS ABOUT LEVEL WITH CENTERLINE OF NC 210 AND EA2845'RECESSED 6-INCHES BELOW THE GROUND. LOCATED 117.FT NORTH-NORTHEAST OF EA2845'CENTERLINE NC 210, 14.5 FT (4.4 M) EAST-SOUTHEAST OF CENTER OF DIRT EA2845'DRIVEWAY, 65.2 FT (19.9 M) SOUTHEAST OF SOUTHEAST CORNER OF BRICK EA2845'HOUSE (9040) , 17.0 FT (5.2 M) WEST-NORTHWEST OF CENTER OF DRAINAGE EA2845'DITCH, 146.5 FT (44.7 M) NORTHWEST OF BLOODWORTH RM 1 AND 22.2 FT (6.8 EA2845'M) NORTHEAST OF 18-INCH OAK WITH A REFERENCE TAG. BLOODWORTH NO 1 IS EA2845'SOLID BUT PROJECTS ABOUT 18-INCHES ABOVE THE GROUND. LOCATED 146.5 FT EA2845'(44.7 M) SOUTHEAST OF STATION---BLOODWORTH 1932---, 51.0 FT (15.5 M) EA2845'NORTHEAST OF CENTERLINE OF NC 210, 21.0 FT (6.4 M) SOUTH-SOUTHWEST EA2845'CENTER OF GRAVELED DRIVEWAY, AND 40.8 FT (12.4 M) EAST OF TELEPHONE EA2845'PEDESTAL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0987 *********************************************************************** EA0987 DESIGNATION - BLUE EA0987 PID - EA0987 EA0987 STATE/COUNTY- NC/PENDER EA0987 USGS QUAD - STAG PARK (1981) EA0987 EA0987 *CURRENT SURVEY CONTROL EA0987 ___________________________________________________________________ EA0987* NAD 83(1986)- 34 36 16.35606(N) 077 51 56.62674(W) ADJUSTED EA0987* NAVD 88 - 7.119 (meters) 23.36 (feet) ADJUSTED EA0987 ___________________________________________________________________ EA0987 LAPLACE CORR- -3.68 (seconds) DEFLEC99 EA0987 GEOID HEIGHT- -36.54 (meters) GEOID03 EA0987 DYNAMIC HT - 7.113 (meters) 23.34 (feet) COMP EA0987 MODELED GRAV- 979,674.6 (mgal) NAVD 88 EA0987 EA0987 HORZ ORDER - SECOND EA0987 VERT ORDER - SECOND CLASS II EA0987 EA0987.The North Carolina HARNS have been completed but, EA0987.due to contractual restrictions, coordinates for these stations EA0987.will NOT be published in the near future. In the interim, the EA0987.published coordinates in North Carolina will not be EA0987.consistent with the Continuously Operating Reference Stations EA0987.(CORS). The HARN coordinates for these stations are available EA0987.upon request. Contact Gary Thompson(919-733-3836). EA0987. EA0987.In addition, the published North Carolina positions EA0987.(NAD 83 (1986)) are NOT consistent with those determined in EA0987.adjacent state readjustments. The discontinuity between stations EA0987.located in North Carolina and those in adjacent states EA0987.which have been adjusted to the HARN may be as much as 5 EA0987.decimeters. This will result in a significant loss of accuracy EA0987.over lines crossing such state borders. EA0987 EA0987 EA0987.The horizontal coordinates were established by classical geodetic methods EA0987.and adjusted by the National Geodetic Survey in July 1986. EA0987 EA0987.The orthometric height was determined by differential leveling EA0987.and adjusted by the National Geodetic Survey in June 1991. EA0987 EA0987.The Laplace correction was computed from DEFLEC99 derived deflections. EA0987 EA0987.The geoid height was determined by GEOID03. EA0987 EA0987.The dynamic height is computed by dividing the NAVD 88 EA0987.geopotential number by the normal gravity value computed on the EA0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0987.degrees latitude (g = 980.6199 gals.). EA0987 EA0987.The modeled gravity was interpolated from observed gravity values. EA0987 EA0987; North East Units Scale Factor Converg. EA0987;SPC NC - 95,390.388 713,633.446 MT 0.99993593 +0 39 16.8 EA0987;SPC NC - 312,959.96 2,341,312.40 sFT 0.99993593 +0 39 16.8 EA0987;UTM 18 - 3,832,924.001 237,206.363 MT 1.00045130 -1 37 42.3 EA0987 EA0987! - Elev Factor x Scale Factor = Combined Factor EA0987!SPC NC - 1.00000462 x 0.99993593 = 0.99994055 EA0987!UTM 18 - 1.00000462 x 1.00045130 = 1.00045592 EA0987 EA0987: Primary Azimuth Mark Grid Az EA0987:SPC NC - BLACK 085 19 33.1 EA0987:UTM 18 - BLACK 087 36 32.2 EA0987 EA0987|---------------------------------------------------------------------| EA0987| PID Reference Object Distance Geod. Az | EA0987| dddmmss.s | EA0987| EA0988 BLACK APPROX. 1.8 KM 0855849.9 | EA0987| EA0986 BERRY 341.744 METERS 25733 | EA0987|---------------------------------------------------------------------| EA0987 EA0987 SUPERSEDED SURVEY CONTROL EA0987 EA0987 NAD 27 - 34 36 15.75902(N) 077 51 57.67353(W) AD( ) 2 EA0987 NGVD 29 (??/??/92) 7.414 (m) 24.32 (f) ADJ UNCH 2 2 EA0987 EA0987.Superseded values are not recommended for survey control. EA0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0987.See file dsdata.txt to determine how the superseded data were derived. EA0987 EA0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3720632924(NAD 83) EA0987_MARKER: DD = SURVEY DISK EA0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA0987_STAMPING: BLUE 1974 EA0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0987+STABILITY: SURFACE MOTION EA0987 EA0987 HISTORY - Date Condition Report By EA0987 HISTORY - 1974 MONUMENTED NCGS EA0987 HISTORY - 1975 GOOD NCGS EA0987 EA0987 STATION DESCRIPTION EA0987 EA0987'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA0987'BLUE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA0987'THE VICINITY OF BURGAW, NORTH CAROLINA. EA0987' EA0987'BLUE IS LOCATED APPROXIMATELY 5.2 MILES NORTHEAST OF BURGAW. TO EA0987'REACH STATION FROM THE INTERSECTION OF U.S. 117 BYPASS WITH NC 53 EA0987'AT NORTHEAST EDGE OF BURGAW, PROCEED NORTHEAST ALONG NC 53 FOR 4.65 EA0987'MILES TO STATION ON LEFT IN NORTH SHOULDER, AND ON A DIRECT LINE EA0987'BETWEEN A POWER POLE AND A TELEPHONE PEDESTAL ON OPPOSITE SIDES EA0987'OF HIGHWAY, AND 1.0 MILE NORTHEAST OF A BRIDGE OVER CAPE FEAR EA0987'RIVER. EA0987' EA0987'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0987'BLUE 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA0987'WHICH IS 8 INCHES BELOW THE SURFACE OF THE GROUND. EA0987' EA0987'MARK IS 15.2 FT N OF C/L OF NC 53 EA0987' EA0987'45.8 FT S OF PP WITH ALUMINUM REF. TAG EA0987' EA0987'52.4 FT N OF TELEPHONE PEDESTAL SS124 EA0987 EA0987 STATION RECOVERY (1975) EA0987 EA0987'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0987'5.2 MI NE FROM BURGAW. EA0987'TO REACH STATION FROM INTERSECTION OF US 117 BYPASS WITH NC 53 AT EA0987'NORTHEAST EDGE OF BURGAW, PROCEED NORTHEAST ALONG NC 53 FOR 4.65 MILES EA0987'TO STATION ON LEFT IN NORTH SHOULDER AND ON A DIRECT LINE BETWEEN A EA0987'POWER POLE AND A TELEPHONE PEDESTAL ON OPPOSITE SIDES OF HIGHWAY, AND EA0987'1.0 MILE NORTHEAST OF A BRIDGE OVER CAPE FEAR RIVER. 15.2 FT. N OF C/L EA0987'OF NC 53, 45.8 FT. S OF PP WITH ALUMINUM REF. TAG, AND 52.4 FT. N OF EA0987'TELEPHONE PEDESTAL NO. SS 124. DISK IS SET IN CONCRETE CYLINDER, 8 EA0987'INCHES BELOW GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2494 *********************************************************************** EA2494 DESIGNATION - BLUFF EA2494 PID - EA2494 EA2494 STATE/COUNTY- NC/PENDER EA2494 USGS QUAD - HOLLY RIDGE (1997) EA2494 EA2494 *CURRENT SURVEY CONTROL EA2494 ___________________________________________________________________ EA2494* NAD 83(1986)- 34 24 58.56762(N) 077 34 00.46835(W) ADJUSTED EA2494* NAVD 88 - 1. (meters) 3. (feet) SCALED EA2494 ___________________________________________________________________ EA2494 LAPLACE CORR- -2.27 (seconds) DEFLEC99 EA2494 GEOID HEIGHT- -37.38 (meters) GEOID03 EA2494 EA2494 HORZ ORDER - THIRD EA2494 EA2494.The North Carolina HARNS have been completed but, EA2494.due to contractual restrictions, coordinates for these stations EA2494.will NOT be published in the near future. In the interim, the EA2494.published coordinates in North Carolina will not be EA2494.consistent with the Continuously Operating Reference Stations EA2494.(CORS). The HARN coordinates for these stations are available EA2494.upon request. Contact Gary Thompson(919-733-3836). EA2494. EA2494.In addition, the published North Carolina positions EA2494.(NAD 83 (1986)) are NOT consistent with those determined in EA2494.adjacent state readjustments. The discontinuity between stations EA2494.located in North Carolina and those in adjacent states EA2494.which have been adjusted to the HARN may be as much as 5 EA2494.decimeters. This will result in a significant loss of accuracy EA2494.over lines crossing such state borders. EA2494 EA2494 EA2494.The horizontal coordinates were established by classical geodetic methods EA2494.and adjusted by the National Geodetic Survey in July 1986. EA2494 EA2494.The orthometric height was scaled from a topographic map. EA2494 EA2494.The Laplace correction was computed from DEFLEC99 derived deflections. EA2494 EA2494.The geoid height was determined by GEOID03. EA2494 EA2494; North East Units Scale Factor Converg. EA2494;SPC NC - 74,862.426 741,350.570 MT 0.99997806 +0 49 37.9 EA2494;SPC NC - 245,611.14 2,432,247.66 sFT 0.99997806 +0 49 37.9 EA2494;UTM 18 - 3,811,300.399 264,095.660 MT 1.00028601 -1 27 05.1 EA2494 EA2494! - Elev Factor x Scale Factor = Combined Factor EA2494!SPC NC - 1.00000576 x 0.99997806 = 0.99998382 EA2494!UTM 18 - 1.00000576 x 1.00028601 = 1.00029177 EA2494 EA2494: Primary Azimuth Mark Grid Az EA2494:SPC NC - BECK 313 46 48.5 EA2494:UTM 18 - BECK 316 03 31.5 EA2494 EA2494|---------------------------------------------------------------------| EA2494| PID Reference Object Distance Geod. Az | EA2494| dddmmss.s | EA2494| EA2502 LACEY APPROX. 2.1 KM 0132636.5 | EA2494| EA2489 BEACON 72 APPROX. 1.6 KM 0362001.5 | EA2494| EA2519 3 5 6 APPROX. 2.1 KM 0423408.2 | EA2494| EA2516 BEACON 12 APPROX. 2.1 KM 0425116.8 | EA2494| EA2505 SEARS LANDING TANK APPROX. 2.2 KM 0593109.8 | EA2494| EA2490 BECK APPROX. 1.2 KM 3143626.4 | EA2494|---------------------------------------------------------------------| EA2494 EA2494 SUPERSEDED SURVEY CONTROL EA2494 EA2494 NAD 27 - 34 24 57.96400(N) 077 34 01.57800(W) AD( ) 3 EA2494 EA2494.Superseded values are not recommended for survey control. EA2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2494.See file dsdata.txt to determine how the superseded data were derived. EA2494 EA2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6409611300(NAD 83) EA2494_MARKER: DS = TRIANGULATION STATION DISK EA2494_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE EA2494_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EA2494_MARK LOGO: CGS EA2494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA2494 EA2494 HISTORY - Date Condition Report By EA2494 HISTORY - 1914 MONUMENTED CGS EA2494 HISTORY - 1933 GOOD CGS EA2494 HISTORY - 1942 GOOD USE EA2494 HISTORY - 1943 GOOD CGS EA2494 HISTORY - 1964 SEE DESCRIPTION CGS EA2494 EA2494 STATION DESCRIPTION EA2494 EA2494'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS) EA2494'STATION IS LOCATED AT THE NE END OF TOPSAIL SOUND, NEARLY EA2494'OPPOSITE BISHOP CREEK, ABOUT 100 YARDS FROM THE N CORNER OF THE EA2494'WOODS KNOWN AS TOPSAIL BLUFFS, ON THE MARSH ABOUT 2 YARDS FROM EA2494'HIGH-WATER MARK. EA2494' EA2494'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE EA2494'AT THE CENTER OF THE TOP OF A TILE. EA2494' EA2494'THERE ARE NO REFERENCE MARKS. EA2494 EA2494 STATION RECOVERY (1933) EA2494 EA2494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JAB) EA2494'STATION WAS RECOVERED AND WAS IN GOOD CONDITION. AT THE SE SIDE EA2494'OF TOPSAIL SOUND, ABOUT OPPOSITE BISHOP CREEK, ABOUT 100 YARDS EA2494'FROM THE N CORNER OF THE WOODS KNOWN AS TOPSAIL BLUFF, ON THE EA2494'MARSH AT ABOUT HIGH WATER, AND 4 YARDS FROM LOW WATER. EA2494 EA2494 STATION RECOVERY (1942) EA2494 EA2494'RECOVERY NOTE BY US ENGINEERS 1942 EA2494'STATION IN FAIR CONDITION. ACTION OF WATER IS LOOSENING STATION. EA2494 EA2494 STATION RECOVERY (1943) EA2494 EA2494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (HCA) EA2494'THE ORIGINAL DESCRIPTION IS ADEQUATE AND ACCURATE. THE BEACH EA2494'IS ERODING AND THE STATION MAY BE LOST IN A FEW YEARS. EA2494' EA2494'THE STATION IS ABOUT 1-1/2 MILES SSW OF SEARS LANDING, IN THE EA2494'HIGH-WATER LINE ON THE SE SIDE OF TOPSAIL SOUND, ABOUT OPPOSITE EA2494'BISHOP CREEK, AND ABOUT 100 YARDS N OF THE N CORNER OF A WOODS EA2494'KNOWN AS TOPSAIL BLUFF. THE STATION IS A STANDARD DISK SET IN EA2494'THE CENTER OF THE TOP OF A TILE EMBEDDED IN THE GROUND. THERE EA2494'ARE NO REFERENCE MARKS. EA2494' EA2494'TO REACH FROM THE BRIDGE AT SEARS LANDING, GO SE 0.4 MILE AND EA2494'TURN RIGHT, THENCE ON THE ONLY ROAD SW 1.4 MILES. WALK NW ACROSS EA2494'DUNES, WOODS, AND MARSH TO THE WATER EDGE 100 YARDS N OF THE EA2494'ABOVE-NAMED WOODS AND THE STATION. EA2494 EA2494 STATION RECOVERY (1964) EA2494 EA2494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA2494'DESTROYED. MONUMENT FOUND BROKEN INTO PIECES. DISK REMOVED BY EA2494'PARTY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0983 *********************************************************************** EA0983 DESIGNATION - BOO EA0983 PID - EA0983 EA0983 STATE/COUNTY- NC/PENDER EA0983 USGS QUAD - MAPLE HILL (1981) EA0983 EA0983 *CURRENT SURVEY CONTROL EA0983 ___________________________________________________________________ EA0983* NAD 83(1986)- 34 42 52.06710(N) 077 44 50.98758(W) ADJUSTED EA0983* NAVD 88 - 13.193 (meters) 43.28 (feet) ADJUSTED EA0983 ___________________________________________________________________ EA0983 LAPLACE CORR- -3.11 (seconds) DEFLEC99 EA0983 GEOID HEIGHT- -36.70 (meters) GEOID03 EA0983 DYNAMIC HT - 13.180 (meters) 43.24 (feet) COMP EA0983 MODELED GRAV- 979,677.2 (mgal) NAVD 88 EA0983 EA0983 HORZ ORDER - SECOND EA0983 VERT ORDER - SECOND CLASS II EA0983 EA0983.The North Carolina HARNS have been completed but, EA0983.due to contractual restrictions, coordinates for these stations EA0983.will NOT be published in the near future. In the interim, the EA0983.published coordinates in North Carolina will not be EA0983.consistent with the Continuously Operating Reference Stations EA0983.(CORS). The HARN coordinates for these stations are available EA0983.upon request. Contact Gary Thompson(919-733-3836). EA0983. EA0983.In addition, the published North Carolina positions EA0983.(NAD 83 (1986)) are NOT consistent with those determined in EA0983.adjacent state readjustments. The discontinuity between stations EA0983.located in North Carolina and those in adjacent states EA0983.which have been adjusted to the HARN may be as much as 5 EA0983.decimeters. This will result in a significant loss of accuracy EA0983.over lines crossing such state borders. EA0983 EA0983 EA0983.The horizontal coordinates were established by classical geodetic methods EA0983.and adjusted by the National Geodetic Survey in July 1986. EA0983 EA0983.The orthometric height was determined by differential leveling EA0983.and adjusted by the National Geodetic Survey in June 1991. EA0983 EA0983.The Laplace correction was computed from DEFLEC99 derived deflections. EA0983 EA0983.The geoid height was determined by GEOID03. EA0983 EA0983.The dynamic height is computed by dividing the NAVD 88 EA0983.geopotential number by the normal gravity value computed on the EA0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0983.degrees latitude (g = 980.6199 gals.). EA0983 EA0983.The modeled gravity was interpolated from observed gravity values. EA0983 EA0983; North East Units Scale Factor Converg. EA0983;SPC NC - 107,712.749 724,323.083 MT 0.99991626 +0 43 22.5 EA0983;SPC NC - 353,387.58 2,376,383.31 sFT 0.99991626 +0 43 22.5 EA0983;UTM 18 - 3,844,816.040 248,384.428 MT 1.00038040 -1 33 55.7 EA0983 EA0983! - Elev Factor x Scale Factor = Combined Factor EA0983!SPC NC - 1.00000369 x 0.99991626 = 0.99991995 EA0983!UTM 18 - 1.00000369 x 1.00038040 = 1.00038409 EA0983 EA0983|---------------------------------------------------------------------| EA0983| PID Reference Object Distance Geod. Az | EA0983| dddmmss.s | EA0983| EA1100 SWORT 329.187 METERS 13136 | EA0983| EA1123 MILLER 355.210 METERS 30050 | EA0983|---------------------------------------------------------------------| EA0983 EA0983 SUPERSEDED SURVEY CONTROL EA0983 EA0983 NAD 27 - 34 42 51.46343(N) 077 44 52.06520(W) AD( ) 2 EA0983 NGVD 29 (??/??/92) 13.494 (m) 44.27 (f) ADJ UNCH 2 2 EA0983 EA0983.Superseded values are not recommended for survey control. EA0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0983.See file dsdata.txt to determine how the superseded data were derived. EA0983 EA0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4838444816(NAD 83) EA0983_MARKER: DD = SURVEY DISK EA0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA0983_STAMPING: BOO 1974 EA0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0983+STABILITY: SURFACE MOTION EA0983 EA0983 HISTORY - Date Condition Report By EA0983 HISTORY - 1974 MONUMENTED NCGS EA0983 HISTORY - 1975 GOOD NCGS EA0983 EA0983 STATION DESCRIPTION EA0983 EA0983'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA0983'BOO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA0983'THE VICINITY OF BURGAW, NORTH CAROLINA. EA0983' EA0983'BOO IS LOCATED APPROXIMATELY 15.1 MILES NE OF BURGAW, AND 4.6 EA0983'MILES NW OF MAPLE HILL. TO REACH STATION FROM INTERSECTION OF EA0983'NC 50 WITH NC 53 NW OF MAPLE HILL, PROCEED NE ALONG NC 50 FOR EA0983'3.75 MILES TO STATION ON RIGHT IN NE SHOULDER, NEAR A CULVERT EA0983'CROSSING UNDER NC 50, AND A FIELD CORNER MARKED BY INTERSECTING EA0983'DITCHES. 1.05 MILE SOUTHEAST OF THE PENDER - DUPLIN COUNTY EA0983'LINE. EA0983' EA0983'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0983'BOO 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EA0983'IS 6 INCHES BELOW THE GROUND. EA0983' EA0983'MARK IS 14.0 FT NE OF C/L OF NC 50 EA0983' EA0983'50.6 FT NE OF 10 IN PINE TREE WITH ALUMINUM REF. TAG EA0983' EA0983'51.1 FT E OF 8 IN PINE TREE WITH ALUMINUM REF. TAG EA0983' EA0983'53.4 FT N OF 8 IN PINE TREE WITH ALUMINUM REF. TAG EA0983' EA0983'61.9 FT E OF 8 IN PINE TREE WITH ALUMINUM REF. TAG EA0983' EA0983'131.4 FT NW OF NORTH END OF 24 IN PIPE UNDER NC 50 EA0983 EA0983 STATION RECOVERY (1975) EA0983 EA0983'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0983'4.6 MI NW FROM MAPLE HILL. EA0983'TO REACH STATION FROM INTERSECTION OF NC 50 WITH NC 53 NW OF MAPLE EA0983'HILL, PROCEED NE ALONG NC 50 FOR 3.75 MILES TO STATION ON RIGHT IN NE EA0983'SHOULDER, NEAR A CULVERT CROSSING UNDER NC 50, AND A FIELD CORNER EA0983'MARKED BY INTERSECTION DITCHES, AND 1.05 MILE SOUTHEAST OF THE PENDER EA0983'- DUPLIN COUNTY LINE. 14.0 FT. NE OF C/L OF NC 50, 50.6 FT. NE OF 10 EA0983'IN. PINE TREE WITH ALUMINUM REF. TAG, 51.1 FT. EAST OF 8 IN. PINE TREE EA0983'WITH ALUMINUM REF. TAG, 53.4 FT. NORTH OF 8 IN. PINE TREE WITH EA0983'ALUMINUM REF. TAG, 61.9 FT. EAST OF 8 IN. PINE TREE WITH ALUMINUM REF. EA0983'TAG, AND 131.4 FT. NW OF NORTH END OF 24 IN. PIPE UNDER NC 50. DISK IS EA0983'SET IN TOP OF CONCRETE CYLINDER, 6 INCHES BELOW THE SURFACE OF THE EA0983'GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2965 *********************************************************************** EA2965 DESIGNATION - BOWENS EA2965 PID - EA2965 EA2965 STATE/COUNTY- NC/PENDER EA2965 USGS QUAD - BURGAW (1988) EA2965 EA2965 *CURRENT SURVEY CONTROL EA2965 ___________________________________________________________________ EA2965* NAD 83(1986)- 34 32 30.28144(N) 077 57 52.07434(W) ADJUSTED EA2965* NAVD 88 - 15.1 (meters) 50. (feet) VERTCON EA2965 ___________________________________________________________________ EA2965 LAPLACE CORR- -4.12 (seconds) DEFLEC99 EA2965 GEOID HEIGHT- -36.29 (meters) GEOID03 EA2965 EA2965 HORZ ORDER - SECOND EA2965 EA2965.The North Carolina HARNS have been completed but, EA2965.due to contractual restrictions, coordinates for these stations EA2965.will NOT be published in the near future. In the interim, the EA2965.published coordinates in North Carolina will not be EA2965.consistent with the Continuously Operating Reference Stations EA2965.(CORS). The HARN coordinates for these stations are available EA2965.upon request. Contact Gary Thompson(919-733-3836). EA2965. EA2965.In addition, the published North Carolina positions EA2965.(NAD 83 (1986)) are NOT consistent with those determined in EA2965.adjacent state readjustments. The discontinuity between stations EA2965.located in North Carolina and those in adjacent states EA2965.which have been adjusted to the HARN may be as much as 5 EA2965.decimeters. This will result in a significant loss of accuracy EA2965.over lines crossing such state borders. EA2965 EA2965 EA2965.The horizontal coordinates were established by classical geodetic methods EA2965.and adjusted by the National Geodetic Survey in July 1986. EA2965 EA2965.The NAVD 88 height was computed by applying the VERTCON shift value to EA2965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2965 EA2965.The Laplace correction was computed from DEFLEC99 derived deflections. EA2965 EA2965.The geoid height was determined by GEOID03. EA2965 EA2965; North East Units Scale Factor Converg. EA2965;SPC NC - 88,325.788 704,650.705 MT 0.99994880 +0 35 51.6 EA2965;SPC NC - 289,782.19 2,311,841.52 sFT 0.99994880 +0 35 51.6 EA2965;UTM 18 - 3,826,218.956 227,944.532 MT 1.00051239 -1 40 54.9 EA2965;UTM 17 - 3,826,412.834 778,579.869 MT 1.00055668 +1 43 20.2 EA2965 EA2965! - Elev Factor x Scale Factor = Combined Factor EA2965!SPC NC - 1.00000333 x 0.99994880 = 0.99995213 EA2965!UTM 18 - 1.00000333 x 1.00051239 = 1.00051573 EA2965!UTM 17 - 1.00000333 x 1.00055668 = 1.00056002 EA2965 EA2965: Primary Azimuth Mark Grid Az EA2965:SPC NC - LENNON 237 35 08.9 EA2965:UTM 18 - LENNON 239 51 55.4 EA2965:UTM 17 - LENNON 236 27 40.3 EA2965 EA2965|---------------------------------------------------------------------| EA2965| PID Reference Object Distance Geod. Az | EA2965| dddmmss.s | EA2965| EA2964 LENNON APPROX. 0.6 KM 2381100.5 | EA2965|---------------------------------------------------------------------| EA2965 EA2965 SUPERSEDED SURVEY CONTROL EA2965 EA2965 NAD 27 - 34 32 29.68539(N) 077 57 53.10640(W) AD( ) 2 EA2965 NGVD 29 (07/19/86) 15.3 (m) 50. (f) VERT ANG EA2965 EA2965.Superseded values are not recommended for survey control. EA2965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2965.See file dsdata.txt to determine how the superseded data were derived. EA2965 EA2965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD2794526219(NAD 83) EA2965_MARKER: DE = TRAVERSE STATION DISK EA2965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2965_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2965_STAMPING: BOWENS 1973 EA2965_MARK LOGO: NCGS EA2965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2965+STABILITY: SURFACE MOTION EA2965 EA2965 HISTORY - Date Condition Report By EA2965 HISTORY - 1973 MONUMENTED NCGS EA2965 EA2965 STATION DESCRIPTION EA2965 EA2965'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EA2965'BOWENS IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA2965'THE VICINITY OF BURGAW, NORTH CAROLINA. EA2965' EA2965'BOWENS IS LOCATED APPROXIMATELY 02.3 MILES WSW OF BURGAW, AND 11.8 EA2965'MILES EAST OF ATKINSON. TO REACH THE STATION FROM THE INTERSECTION EA2965'OF NC 53 (WILMINGTON STREET) WITH SEABOARD COASTLINE R/R IN EA2965'BURGAW. PROCEED WEST ALONG NC 53 FOR 2.1 MILES TO STATION ON THE EA2965'RIGHT, 0.1 MILES EAST OF INTERSECTION WITH SR 1343, AND ON THE EA2965'PROJECTION OF THE C/L OF NC 53 FROM EAST. EA2965' EA2965'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BOWENS EA2965'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EA2965'FLUSH WITH THE SURFACE OF THE GROUND. EA2965' EA2965'MARK IS EA2965'28.8 FEET NNW OF C/L OF NC 53. EA2965'2.5 FEET SSE OF PP NO. 421 W/ALUMINUM REF. TAG. EA2965'103.7 FEET NNW OF 20 INCHES GUM W/ALUMINUM REF. TAG. EA2965'80.2 FEET NW OF 24 INCHES PINE W/ALUMINUM REF. TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0989 *********************************************************************** EA0989 DESIGNATION - BOX EA0989 PID - EA0989 EA0989 STATE/COUNTY- NC/PENDER EA0989 USGS QUAD - STAG PARK (1981) EA0989 EA0989 *CURRENT SURVEY CONTROL EA0989 ___________________________________________________________________ EA0989* NAD 83(1986)- 34 36 22.72585(N) 077 50 33.91914(W) ADJUSTED EA0989* NAVD 88 - 4.571 (meters) 15.00 (feet) ADJUSTED EA0989 ___________________________________________________________________ EA0989 LAPLACE CORR- -3.62 (seconds) DEFLEC99 EA0989 GEOID HEIGHT- -36.59 (meters) GEOID03 EA0989 DYNAMIC HT - 4.566 (meters) 14.98 (feet) COMP EA0989 MODELED GRAV- 979,674.0 (mgal) NAVD 88 EA0989 EA0989 HORZ ORDER - SECOND EA0989 VERT ORDER - SECOND CLASS II EA0989 EA0989.The North Carolina HARNS have been completed but, EA0989.due to contractual restrictions, coordinates for these stations EA0989.will NOT be published in the near future. In the interim, the EA0989.published coordinates in North Carolina will not be EA0989.consistent with the Continuously Operating Reference Stations EA0989.(CORS). The HARN coordinates for these stations are available EA0989.upon request. Contact Gary Thompson(919-733-3836). EA0989. EA0989.In addition, the published North Carolina positions EA0989.(NAD 83 (1986)) are NOT consistent with those determined in EA0989.adjacent state readjustments. The discontinuity between stations EA0989.located in North Carolina and those in adjacent states EA0989.which have been adjusted to the HARN may be as much as 5 EA0989.decimeters. This will result in a significant loss of accuracy EA0989.over lines crossing such state borders. EA0989 EA0989 EA0989.The horizontal coordinates were established by classical geodetic methods EA0989.and adjusted by the National Geodetic Survey in July 1986. EA0989 EA0989.The orthometric height was determined by differential leveling EA0989.and adjusted by the National Geodetic Survey in June 1991. EA0989 EA0989.The Laplace correction was computed from DEFLEC99 derived deflections. EA0989 EA0989.The geoid height was determined by GEOID03. EA0989 EA0989.The dynamic height is computed by dividing the NAVD 88 EA0989.geopotential number by the normal gravity value computed on the EA0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0989.degrees latitude (g = 980.6199 gals.). EA0989 EA0989.The modeled gravity was interpolated from observed gravity values. EA0989 EA0989; North East Units Scale Factor Converg. EA0989;SPC NC - 95,610.966 715,738.207 MT 0.99993559 +0 40 04.5 EA0989;SPC NC - 313,683.64 2,348,217.77 sFT 0.99993559 +0 40 04.5 EA0989;UTM 18 - 3,833,060.623 239,319.316 MT 1.00043767 -1 36 55.5 EA0989 EA0989! - Elev Factor x Scale Factor = Combined Factor EA0989!SPC NC - 1.00000503 x 0.99993559 = 0.99994062 EA0989!UTM 18 - 1.00000503 x 1.00043767 = 1.00044270 EA0989 EA0989: Primary Azimuth Mark Grid Az EA0989:SPC NC - BROWN 049 57 34.8 EA0989:UTM 18 - BROWN 052 14 34.8 EA0989 EA0989|---------------------------------------------------------------------| EA0989| PID Reference Object Distance Geod. Az | EA0989| dddmmss.s | EA0989| EA0990 BROWN APPROX. 0.8 KM 0503739.3 | EA0989| EA0988 BLACK 307.669 METERS 25657 | EA0989|---------------------------------------------------------------------| EA0989 EA0989 SUPERSEDED SURVEY CONTROL EA0989 EA0989 NAD 27 - 34 36 22.12692(N) 077 50 34.97118(W) AD( ) 2 EA0989 NGVD 29 (??/??/92) 4.867 (m) 15.97 (f) ADJ UNCH 2 2 EA0989 EA0989.Superseded values are not recommended for survey control. EA0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0989.See file dsdata.txt to determine how the superseded data were derived. EA0989 EA0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3931933061(NAD 83) EA0989_MARKER: DD = SURVEY DISK EA0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA0989_STAMPING: BOX 1974 EA0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0989+STABILITY: SURFACE MOTION EA0989 EA0989 HISTORY - Date Condition Report By EA0989 HISTORY - 1974 MONUMENTED NCGS EA0989 HISTORY - 1975 GOOD NCGS EA0989 EA0989 STATION DESCRIPTION EA0989 EA0989'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA0989'BOX IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA0989'THE VICINITY OF BURGAW, NORTH CAROLINA. EA0989' EA0989'BOX IS LOCATED APPROXIMATELY 6.0 MILES NORTHEAST OF BURGAW. TO EA0989'REACH STATION FROM THE INTERSECTION OF U.S. 117 BYPASS WITH NC 53 EA0989'AT NORTHEAST EDGE OF BURGAW, PROCEED NORTHEAST ALONG NC 53 FOR EA0989'6.0 MILES TO STATION ON RIGHT IN SOUTH SHOULDER AT A CULVERT EA0989'HEADWALL, 0.8 MILE SOUTHWEST OF INTERSECTION WITH SR 1318, AND EA0989'2.1 MILES NORTHEAST OF A BRIDGE OVER CAPE FEAR RIVER. EA0989' EA0989'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BOX EA0989'1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EA0989'7 INCHES BELOW THE SURFACE OF THE GROUND. EA0989' EA0989'MARK IS 17.3 FT SE OF C/L OF NC 53 EA0989' EA0989'71.2 FT S OF PP WITH ALUMINUM REF. TAG EA0989' EA0989'21.7 FT N OF UNDERGROUND CABLE WARNING POST WITH ALUMINUM REF. TAG EA0989' EA0989'41.5 FT NW OF SUPPORT POLE WITH ALUMINUM REF. TAG EA0989' EA0989'58.1 FT NE OF TELEPHONE PEDESTAL EA0989' EA0989'9.5 FT N OF SOUTH END OF CULVERT EA0989 EA0989 STATION RECOVERY (1975) EA0989 EA0989'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0989'6.0 MI NE FROM BURGAW. EA0989'TO REACH STATION FROM THE INTERSECTION OF US 117 BYPASS WITH NC 53 AT EA0989'NORTHEAST EDGE OF BURGAW, PROCEED NORTHEAST ALONG NC 53 FOR 6.0 MILES EA0989'TO STATION ON RIGHT IN SOUTH SHOULDER AT A CULVERT HEADWALL, 0.8 MILE EA0989'SOUTHWEST OF INTERSECTION WITH SR 1318, AND 2.1 MILES NORTHEAST OF A EA0989'BRIDGE OVER CAPE FEAR RIVER. 17.3 FT. SE OF C/L OF NC 53, 71.2 FT. S EA0989'OF PP WITH ALUMINUM REF. TAG, 21.7 FT. N OF UNDERGROUND CABLE WARNING EA0989'POST WITH ALUMINUM REF. TAG, 41.5 FT. NW OF SUPPORT POLE WITH ALUMINUM EA0989'REF. TAG, 58.1 FT. NE OF TELEPHONE PEDESTAL, AND 9.5 FT. N OF S END OF EA0989'CULVERT. DISK IS SET IN CONCRETE CYLINDER, 7 INCHES BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0985 *********************************************************************** EA0985 DESIGNATION - BRADSHAW EA0985 PID - EA0985 EA0985 STATE/COUNTY- NC/PENDER EA0985 USGS QUAD - BURGAW (1988) EA0985 EA0985 *CURRENT SURVEY CONTROL EA0985 ___________________________________________________________________ EA0985* NAD 83(1986)- 34 35 48.91063(N) 077 52 37.09865(W) ADJUSTED EA0985* NAVD 88 - 6.551 (meters) 21.49 (feet) ADJUSTED EA0985 ___________________________________________________________________ EA0985 LAPLACE CORR- -3.79 (seconds) DEFLEC99 EA0985 GEOID HEIGHT- -36.51 (meters) GEOID03 EA0985 DYNAMIC HT - 6.544 (meters) 21.47 (feet) COMP EA0985 MODELED GRAV- 979,674.8 (mgal) NAVD 88 EA0985 EA0985 HORZ ORDER - SECOND EA0985 VERT ORDER - SECOND CLASS II EA0985 EA0985.The North Carolina HARNS have been completed but, EA0985.due to contractual restrictions, coordinates for these stations EA0985.will NOT be published in the near future. In the interim, the EA0985.published coordinates in North Carolina will not be EA0985.consistent with the Continuously Operating Reference Stations EA0985.(CORS). The HARN coordinates for these stations are available EA0985.upon request. Contact Gary Thompson(919-733-3836). EA0985. EA0985.In addition, the published North Carolina positions EA0985.(NAD 83 (1986)) are NOT consistent with those determined in EA0985.adjacent state readjustments. The discontinuity between stations EA0985.located in North Carolina and those in adjacent states EA0985.which have been adjusted to the HARN may be as much as 5 EA0985.decimeters. This will result in a significant loss of accuracy EA0985.over lines crossing such state borders. EA0985 EA0985 EA0985.The horizontal coordinates were established by classical geodetic methods EA0985.and adjusted by the National Geodetic Survey in July 1986. EA0985 EA0985.The orthometric height was determined by differential leveling EA0985.and adjusted by the National Geodetic Survey in June 1991. EA0985 EA0985.The Laplace correction was computed from DEFLEC99 derived deflections. EA0985 EA0985.The geoid height was determined by GEOID03. EA0985 EA0985.The dynamic height is computed by dividing the NAVD 88 EA0985.geopotential number by the normal gravity value computed on the EA0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0985.degrees latitude (g = 980.6199 gals.). EA0985 EA0985.The modeled gravity was interpolated from observed gravity values. EA0985 EA0985; North East Units Scale Factor Converg. EA0985;SPC NC - 94,533.047 712,611.953 MT 0.99993743 +0 38 53.4 EA0985;SPC NC - 310,147.17 2,337,961.05 sFT 0.99993743 +0 38 53.4 EA0985;UTM 18 - 3,832,107.607 236,150.984 MT 1.00045816 -1 38 04.2 EA0985 EA0985! - Elev Factor x Scale Factor = Combined Factor EA0985!SPC NC - 1.00000470 x 0.99993743 = 0.99994213 EA0985!UTM 18 - 1.00000470 x 1.00045816 = 1.00046287 EA0985 EA0985: Primary Azimuth Mark Grid Az EA0985:SPC NC - BERRY 041 26 51.2 EA0985:UTM 18 - BERRY 043 43 48.8 EA0985 EA0985|---------------------------------------------------------------------| EA0985| PID Reference Object Distance Geod. Az | EA0985| dddmmss.s | EA0985| EA0986 BERRY APPROX. 1.0 KM 0420544.6 | EA0985|---------------------------------------------------------------------| EA0985 EA0985 SUPERSEDED SURVEY CONTROL EA0985 EA0985 NAD 27 - 34 35 48.31459(N) 077 52 38.14228(W) AD( ) 2 EA0985 NGVD 29 (??/??/92) 6.845 (m) 22.46 (f) ADJ UNCH 2 2 EA0985 EA0985.Superseded values are not recommended for survey control. EA0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0985.See file dsdata.txt to determine how the superseded data were derived. EA0985 EA0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3615132108(NAD 83) EA0985_MARKER: DD = SURVEY DISK EA0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA0985_STAMPING: BRADSHAW 1974 EA0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0985+STABILITY: SURFACE MOTION EA0985 EA0985 HISTORY - Date Condition Report By EA0985 HISTORY - 1974 MONUMENTED NCGS EA0985 HISTORY - 1975 GOOD NCGS EA0985 EA0985 STATION DESCRIPTION EA0985 EA0985'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA0985'BRADSHAW IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA0985'THE VICINITY OF BURGAW, NORTH CAROLINA. EA0985' EA0985'BRADSHAW IS LOCATED APPROXIMATELY 4.1 MILES NORTHEAST OF EA0985'BURGAW. TO REACH STATION FROM THE INTERSECTION OF U.S. 117 BYPASS EA0985'WITH NC 53 AT NORTHEAST EDGE OF BURGAW, PROCEED NORTHEAST ALONG NC EA0985'53 FOR 3.75 MILES TO STATION ON RIGHT NEAR THE BRADSHAW MAILBOX, EA0985'ON THE SECOND ROW FROM THE EAST OF SEVERAL ROWS OF PINE TREES, EA0985'0.15 MILE SOUTHWEST OF A BRIDGE OVER CAPE FEAR RIVER, AND 0.25 EA0985'MILE NORTHEAST OF INTERSECTION WITH SR 1512. EA0985' EA0985'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0985'BRADSHAW 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA0985'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EA0985' EA0985'MARK IS 39.1 FT SE OF C/L OF NC 53 EA0985' EA0985'14.3 FT S OF TELEPHONE PEDESTAL EA0985' EA0985'6.0 FT SE OF 6 INCH PINE WITH ALUMINUM REF. TAG EA0985' EA0985'16.1 FT E OF 6 INCH PINE WITH ALUMINUM REF. TAG EA0985' EA0985'20.1 FT SE OF MAILBOX POST WITH ALUMINUM REF. TAG EA0985' EA0985'105.9 FT SW OF 12 INCH PINE WITH ALUMINUM REF. TAG EA0985 EA0985 STATION RECOVERY (1975) EA0985 EA0985'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0985'4.1 MI NE FROM BURGAW. EA0985'TO REACH STATION FROM INTERSECTION OF US 117 BYPASS WITH NC 53 AT EA0985'NORTHEAST EDGE OF BURGAW, PROCEED NORTHEAST ALONG NC 53 FOR 3.75 MILES EA0985'TO STATION ON RIGHT NEAR THE BRADSHAW MAILBOX, ON THE SECOND ROW FROM EA0985'THE EAST OF SEVERAL ROWS OF PINE TREES, 0.15 MILE SOUTHWEST OF A EA0985'BRIDGE OVER CAPE FEAR RIVER, AND 0.25 MILE NORTHEAST OF INTERSECTION EA0985'WITH SR 1512. 39.1 FT. SE OF C/L OF NC 53, 14.3 FT. S OF TELEPHONE EA0985'PEDESTAL, 6.0 FT. SE OF 6 INCH PINE WITH ALUMINUM REF. TAG, 16.1 FT. E EA0985'OF 6 INCH PINE WITH ALUMINUM REF. TAG, 20.1 FT. SE OF MAILBOX POST EA0985'WITH ALUMINUM REF. TAG, AND 105.9 FT. SW OF 12 INCH PINE WITH ALUMINUM EA0985'REF. TAG. DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0928 *********************************************************************** EA0928 DESIGNATION - BRICE EA0928 PID - EA0928 EA0928 STATE/COUNTY- NC/PENDER EA0928 USGS QUAD - WALLACE EAST (1981) EA0928 EA0928 *CURRENT SURVEY CONTROL EA0928 ___________________________________________________________________ EA0928* NAD 83(1986)- 34 41 30.26549(N) 077 57 05.57973(W) ADJUSTED EA0928* NAVD 88 - 18.082 (meters) 59.32 (feet) ADJUSTED EA0928 ___________________________________________________________________ EA0928 LAPLACE CORR- -3.84 (seconds) DEFLEC99 EA0928 GEOID HEIGHT- -36.26 (meters) GEOID03 EA0928 DYNAMIC HT - 18.065 (meters) 59.27 (feet) COMP EA0928 MODELED GRAV- 979,678.9 (mgal) NAVD 88 EA0928 EA0928 HORZ ORDER - SECOND EA0928 VERT ORDER - SECOND CLASS II EA0928 EA0928.The North Carolina HARNS have been completed but, EA0928.due to contractual restrictions, coordinates for these stations EA0928.will NOT be published in the near future. In the interim, the EA0928.published coordinates in North Carolina will not be EA0928.consistent with the Continuously Operating Reference Stations EA0928.(CORS). The HARN coordinates for these stations are available EA0928.upon request. Contact Gary Thompson(919-733-3836). EA0928. EA0928.In addition, the published North Carolina positions EA0928.(NAD 83 (1986)) are NOT consistent with those determined in EA0928.adjacent state readjustments. The discontinuity between stations EA0928.located in North Carolina and those in adjacent states EA0928.which have been adjusted to the HARN may be as much as 5 EA0928.decimeters. This will result in a significant loss of accuracy EA0928.over lines crossing such state borders. EA0928 EA0928 EA0928.The horizontal coordinates were established by classical geodetic methods EA0928.and adjusted by the National Geodetic Survey in July 1986. EA0928 EA0928.The orthometric height was determined by differential leveling EA0928.and adjusted by the National Geodetic Survey in June 1991. EA0928 EA0928.The Laplace correction was computed from DEFLEC99 derived deflections. EA0928 EA0928.The geoid height was determined by GEOID03. EA0928 EA0928.The dynamic height is computed by dividing the NAVD 88 EA0928.geopotential number by the normal gravity value computed on the EA0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0928.degrees latitude (g = 980.6199 gals.). EA0928 EA0928.The modeled gravity was interpolated from observed gravity values. EA0928 EA0928; North East Units Scale Factor Converg. EA0928;SPC NC - 104,975.747 705,660.391 MT 0.99992003 +0 36 18.5 EA0928;SPC NC - 344,407.93 2,315,154.13 sFT 0.99992003 +0 36 18.5 EA0928;UTM 18 - 3,842,824.993 229,617.582 MT 1.00050117 -1 40 51.3 EA0928;UTM 17 - 3,843,089.861 779,262.067 MT 1.00056134 +1 44 10.3 EA0928 EA0928! - Elev Factor x Scale Factor = Combined Factor EA0928!SPC NC - 1.00000285 x 0.99992003 = 0.99992288 EA0928!UTM 18 - 1.00000285 x 1.00050117 = 1.00050403 EA0928!UTM 17 - 1.00000285 x 1.00056134 = 1.00056420 EA0928 EA0928: Primary Azimuth Mark Grid Az EA0928:SPC NC - WILLARD 268 22 25.8 EA0928:UTM 18 - WILLARD 270 39 35.6 EA0928:UTM 17 - WILLARD 267 14 34.0 EA0928 EA0928|---------------------------------------------------------------------| EA0928| PID Reference Object Distance Geod. Az | EA0928| dddmmss.s | EA0928| EA2969 WILLARD APPROX. 0.6 KM 2685844.3 | EA0928|---------------------------------------------------------------------| EA0928 EA0928 SUPERSEDED SURVEY CONTROL EA0928 EA0928 NAD 27 - 34 41 29.66249(N) 077 57 06.63561(W) AD( ) 2 EA0928 NGVD 29 (??/??/92) 18.367 (m) 60.26 (f) ADJ UNCH 2 2 EA0928 EA0928.Superseded values are not recommended for survey control. EA0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0928.See file dsdata.txt to determine how the superseded data were derived. EA0928 EA0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD2961842825(NAD 83) EA0928_MARKER: DD = SURVEY DISK EA0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0928_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0928_STAMPING: BRICE 1968 EA0928 EA0928 HISTORY - Date Condition Report By EA0928 HISTORY - 1968 MONUMENTED NCGS EA0928 HISTORY - 1973 GOOD NCGS EA0928 HISTORY - 1975 GOOD NCGS EA0928 EA0928 STATION DESCRIPTION EA0928 EA0928'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0928'BRICE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA0928'IN THE VICINITY OF WALLACE, NORTH CAROLINA. EA0928' EA0928'BRICE IS LOCATED APPROXIMATELY 3.8 MILES SOUTHEAST OF THE EA0928'CENTER OF WALLACE. TO REACH STATION PROCEED FROM THE EA0928'PENDER-DUPLIN COUNTY LINE, GO SOUTH ON U.S. 117 FOR 2.35 MILES EA0928'TO INTERSECTION OF SR 1001, AND STATION. WHICH IS ON THE EAST EA0928'SHOULDER OF U.S. 117 IN LINE WITH THE NORTH SHOULDER OF SR 1001. EA0928' EA0928'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0928'BRICE 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EA0928'OF WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EA0928' EA0928'MARK IS EA0928' EA0928'19.6 FT ENE OF C/L OF INTERSECTION OF SR 1001 WITH U.S. 117 EA0928' EA0928'78.6 FT SE OF 4X4 POST WITH U.S. 117 SIGN ON E SHOULDER OF EA0928'U.S. 117, AND WITH ALUMINUM REF. TAG EA0928' EA0928'73.2 FT NW OF PP 983 ON E SIDE OF U.S. 117, AND WITH EA0928'ALUMINUM REF. TAG EA0928' EA0928'48.8 FT NE OF 4X4 POST WITH STOP SIGN ON S SIDE OF SR 1001, EA0928'AND WITH ALUMINUM REF. TAG EA0928' EA0928'34.9 FT WSW OF 10 INCH PECAN TREE ON E SIDE OF U.S. 117, AND EA0928'WITH ALUMINUM REF. TAG EA0928' EA0928'76.0 FT WSW OF NW CORNER OF OLD ONE STORY FRAME HOUSE EA0928' EA0928'40.8 FT NW OF N END OF CULVERT UNDER DRIVEWAY TO OLD ONE EA0928'STORY FRAME HOUSE ON E SIDE OF U.S. 117 EA0928 EA0928 STATION RECOVERY (1973) EA0928 EA0928'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EA0928'STATION RECOVERED AS DESCRIBED. REVISED DESCRIPTION SHOULD EA0928'READ - 18.0 FT E OF C/L OF U.S. 117, 19.6 FT ENE OF C/L OF EA0928'INTERSECTION OF SR 1001 WITH U.S. 117, 73.2 FT NW OF PP EA0928'983 ON E SIDE OF U.S. 117 WITH ALUMINUM REF. TAG, 49.6 FT ENE EA0928'OF 4X4 POST WITH STOP SIGN ON S SIDE OF SR 1001 AND WITH EA0928'ALUMINUM REF. TAG, 34.9 FT WSW OF 10 IN PECAN TREE ON E SIDE EA0928'OF U.S. 117 WITH ALUMINUM REF. TAG, 76.0 FT WSW OF NW CORNER EA0928'OF OLD 1 STORY FRAME HOUSE, AND 40.8 FT NW OF N END OF CULVERT EA0928'UNDER DRIVEWAY TO OLD 1 STORY FRAME HOUSE ON E SIDE OF U.S. EA0928'117. EA0928 EA0928 STATION RECOVERY (1975) EA0928 EA0928'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0928'1.7 MI E FROM WILLARD. EA0928'BRICE IS LOCATED APPROXIMATELY 9.9 MILES NORTH OF BURGAW. TO REACH EA0928'STATION FROM THE BRIDGE OVER ROCK FISH CREEK AT THE DUPLIN - PENDER EA0928'COUNTY LINE, PROCEED SOUTH ON US 117 FOR 2.35 MILES TO SR 1001 (W) AND EA0928'STATION ON LEFT OF INTERSECTION IN THE EAST SHOULDER OF US 117, IN EA0928'LINE WITH THE NORTH SHOULDER OF SR 1001. 19.6 FT. ENE OF C/L OF EA0928'INTERSECTION OF NC 11, 40.8 FT. NW OF N END OF CULVERT UNDER DRIVEWAY EA0928'TO OLD ONE STORY FRAME HOUSE ON E SIDE OF US 117, 78.6 FT. SE OF US EA0928'117 SIGN POST WITH ALUMINUM REF. TAG, 73.2 FT. NW OF PP NO. 983 WITH EA0928'ALUMINUM REF. TAG, 48.8 FT. NE OF STOP SIGN POST WITH ALUMINUM REF. EA0928'TAG ON S SIDE OF SR 1001, 34.9 FT. WSW OF 10 INCH PECAN TREE, AND 76.0 EA0928'FT. WSW OF NW CORNER OF OLD ONE STORY FRAME HOUSE. DISK IS SET IN EA0928'CONCRETE CYLINDER, 3 INCHES BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2968 *********************************************************************** EA2968 DESIGNATION - BRICK EA2968 PID - EA2968 EA2968 STATE/COUNTY- NC/PENDER EA2968 USGS QUAD - WALLACE EAST (1981) EA2968 EA2968 *CURRENT SURVEY CONTROL EA2968 ___________________________________________________________________ EA2968* NAD 83(1986)- 34 38 55.73672(N) 077 55 18.45188(W) ADJUSTED EA2968* NAVD 88 - 16.5 (meters) 54. (feet) VERTCON EA2968 ___________________________________________________________________ EA2968 LAPLACE CORR- -3.88 (seconds) DEFLEC99 EA2968 GEOID HEIGHT- -36.38 (meters) GEOID03 EA2968 EA2968 HORZ ORDER - SECOND EA2968 EA2968.The North Carolina HARNS have been completed but, EA2968.due to contractual restrictions, coordinates for these stations EA2968.will NOT be published in the near future. In the interim, the EA2968.published coordinates in North Carolina will not be EA2968.consistent with the Continuously Operating Reference Stations EA2968.(CORS). The HARN coordinates for these stations are available EA2968.upon request. Contact Gary Thompson(919-733-3836). EA2968. EA2968.In addition, the published North Carolina positions EA2968.(NAD 83 (1986)) are NOT consistent with those determined in EA2968.adjacent state readjustments. The discontinuity between stations EA2968.located in North Carolina and those in adjacent states EA2968.which have been adjusted to the HARN may be as much as 5 EA2968.decimeters. This will result in a significant loss of accuracy EA2968.over lines crossing such state borders. EA2968 EA2968 EA2968.The horizontal coordinates were established by classical geodetic methods EA2968.and adjusted by the National Geodetic Survey in July 1986. EA2968 EA2968.The NAVD 88 height was computed by applying the VERTCON shift value to EA2968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2968 EA2968.The Laplace correction was computed from DEFLEC99 derived deflections. EA2968 EA2968.The geoid height was determined by GEOID03. EA2968 EA2968; North East Units Scale Factor Converg. EA2968;SPC NC - 100,243.767 708,438.409 MT 0.99992757 +0 37 20.3 EA2968;SPC NC - 328,883.09 2,324,268.35 sFT 0.99992757 +0 37 20.3 EA2968;UTM 18 - 3,837,983.251 232,206.175 MT 1.00048400 -1 39 43.8 EA2968;UTM 17 - 3,838,410.559 782,134.723 MT 1.00058124 +1 45 04.5 EA2968 EA2968! - Elev Factor x Scale Factor = Combined Factor EA2968!SPC NC - 1.00000312 x 0.99992757 = 0.99993069 EA2968!UTM 18 - 1.00000312 x 1.00048400 = 1.00048712 EA2968!UTM 17 - 1.00000312 x 1.00058124 = 1.00058436 EA2968 EA2968: Primary Azimuth Mark Grid Az EA2968:SPC NC - COX 138 49 32.3 EA2968:UTM 18 - COX 141 06 36.4 EA2968:UTM 17 - COX 137 41 48.1 EA2968 EA2968|---------------------------------------------------------------------| EA2968| PID Reference Object Distance Geod. Az | EA2968| dddmmss.s | EA2968| EA0919 COX 415.302 METERS 1392652.6 | EA2968| EA0920 LONE 313.007 METERS 31445 | EA2968|---------------------------------------------------------------------| EA2968 EA2968 SUPERSEDED SURVEY CONTROL EA2968 EA2968 NAD 27 - 34 38 55.14098(N) 077 55 19.49918(W) AD( ) 2 EA2968 NGVD 29 (07/19/86) 16.8 (m) 55. (f) VERT ANG EA2968 EA2968.Superseded values are not recommended for survey control. EA2968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2968.See file dsdata.txt to determine how the superseded data were derived. EA2968 EA2968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3220637983(NAD 83) EA2968_MARKER: DE = TRAVERSE STATION DISK EA2968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2968_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2968_STAMPING: BRICK 1968 EA2968_MARK LOGO: NCGS EA2968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2968+STABILITY: SURFACE MOTION EA2968 EA2968 HISTORY - Date Condition Report By EA2968 HISTORY - 1968 MONUMENTED NCGS EA2968 EA2968 STATION DESCRIPTION EA2968 EA2968'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA2968'BRICK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA2968'IN THE VICINITY OF WALLACE, NORTH CAROLINA. EA2968' EA2968'BRICK IS LOCATED APPROXIMATELY 7.3 MILES SOUTHEAST OF THE EA2968'CENTER OF WALLACE. TO REACH STATION PROCEED FROM THE EA2968'INTERSECTION OF NC 11 WITH U.S. 117 SOUTH OF FISH ROCK CREEK, EA2968'GO SOUTH ON U.S. 117 FOR 5.5 MILES TO INTERSECTION OF SR 1502, EA2968'AND STATION. WHICH IS IN THE NORTHEAST QUADRANT OF EA2968'INTERSECTION, ON THE EAST SHOULDER OF U.S. 117. EA2968' EA2968'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA2968'BRICK 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA2968'WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EA2968' EA2968'MARK IS EA2968' EA2968'20.4 FT NE OF C/L OF U.S. 117 EA2968' EA2968'30.0 FT N OF C/L OF INTERSECTION OF SR 1502 WITH U.S. 117 EA2968' EA2968'58.8 FT E OF 4X4 POST WITH SLIPPERY WHEN WET SIGN, AND WITH EA2968'ALUMINUM REF. TAG EA2968' EA2968'87.2 FT NW OF 4X4 POST WITH SR 1502 ON S SIDE OF SR 1502, EA2968'AND WITH ALUMINUM REF. TAG EA2968' EA2968'42.7 FT W OF 4X4 POST WITH STOP SIGN ON N SIDE OF SR 1502, EA2968'AND WITH ALUMINUM REF. TAG EA2968' EA2968'76.7 FT WSW OF 8 INCH POST IN SW CORNER OF FIELD, AND WITH EA2968'ALUMINUM REF. TAG EA2968' EA2968'83.0 FT SSE OF PP 16048 ON E SIDE OF U.S. 117, AND WITH EA2968'ALUMINUM REF. TAG 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1125 *********************************************************************** EA1125 DESIGNATION - BRIDGE EA1125 PID - EA1125 EA1125 STATE/COUNTY- NC/PENDER EA1125 USGS QUAD - MAPLE HILL (1981) EA1125 EA1125 *CURRENT SURVEY CONTROL EA1125 ___________________________________________________________________ EA1125* NAD 83(1986)- 34 39 23.34438(N) 077 44 06.45861(W) ADJUSTED EA1125* NAVD 88 - 7.612 (meters) 24.97 (feet) ADJUSTED EA1125 ___________________________________________________________________ EA1125 LAPLACE CORR- -3.36 (seconds) DEFLEC99 EA1125 GEOID HEIGHT- -36.79 (meters) GEOID03 EA1125 DYNAMIC HT - 7.604 (meters) 24.95 (feet) COMP EA1125 MODELED GRAV- 979,671.9 (mgal) NAVD 88 EA1125 EA1125 HORZ ORDER - SECOND EA1125 VERT ORDER - SECOND CLASS II EA1125 EA1125.The North Carolina HARNS have been completed but, EA1125.due to contractual restrictions, coordinates for these stations EA1125.will NOT be published in the near future. In the interim, the EA1125.published coordinates in North Carolina will not be EA1125.consistent with the Continuously Operating Reference Stations EA1125.(CORS). The HARN coordinates for these stations are available EA1125.upon request. Contact Gary Thompson(919-733-3836). EA1125. EA1125.In addition, the published North Carolina positions EA1125.(NAD 83 (1986)) are NOT consistent with those determined in EA1125.adjacent state readjustments. The discontinuity between stations EA1125.located in North Carolina and those in adjacent states EA1125.which have been adjusted to the HARN may be as much as 5 EA1125.decimeters. This will result in a significant loss of accuracy EA1125.over lines crossing such state borders. EA1125 EA1125 EA1125.The horizontal coordinates were established by classical geodetic methods EA1125.and adjusted by the National Geodetic Survey in July 1986. EA1125 EA1125.The orthometric height was determined by differential leveling EA1125.and adjusted by the National Geodetic Survey in June 1991. EA1125 EA1125.The Laplace correction was computed from DEFLEC99 derived deflections. EA1125 EA1125.The geoid height was determined by GEOID03. EA1125 EA1125.The dynamic height is computed by dividing the NAVD 88 EA1125.geopotential number by the normal gravity value computed on the EA1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1125.degrees latitude (g = 980.6199 gals.). EA1125 EA1125.The modeled gravity was interpolated from observed gravity values. EA1125 EA1125; North East Units Scale Factor Converg. EA1125;SPC NC - 101,296.305 725,537.908 MT 0.99992618 +0 43 48.2 EA1125;SPC NC - 332,336.29 2,380,368.95 sFT 0.99992618 +0 43 48.2 EA1125;UTM 18 - 3,838,353.276 249,342.639 MT 1.00037447 -1 33 22.2 EA1125 EA1125! - Elev Factor x Scale Factor = Combined Factor EA1125!SPC NC - 1.00000458 x 0.99992618 = 0.99993076 EA1125!UTM 18 - 1.00000458 x 1.00037447 = 1.00037905 EA1125 EA1125: Primary Azimuth Mark Grid Az EA1125:SPC NC - RUTH 210 33 01.5 EA1125:UTM 18 - RUTH 212 50 11.9 EA1125 EA1125|---------------------------------------------------------------------| EA1125| PID Reference Object Distance Geod. Az | EA1125| dddmmss.s | EA1125| EA1016 GENEVA 271.469 METERS 04652 | EA1125| EA1083 RUTH APPROX. 2.2 KM 2111649.7 | EA1125|---------------------------------------------------------------------| EA1125 EA1125 SUPERSEDED SURVEY CONTROL EA1125 EA1125 NAD 27 - 34 39 22.73722(N) 077 44 07.53030(W) AD( ) 2 EA1125 NGVD 29 (??/??/92) 7.913 (m) 25.96 (f) ADJ UNCH 2 2 EA1125 EA1125.Superseded values are not recommended for survey control. EA1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1125.See file dsdata.txt to determine how the superseded data were derived. EA1125 EA1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4934338353(NAD 83) EA1125_MARKER: DD = SURVEY DISK EA1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1125_STAMPING: BRIDGE 1974 EA1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1125+STABILITY: SURFACE MOTION EA1125 EA1125 HISTORY - Date Condition Report By EA1125 HISTORY - 1974 MONUMENTED NCGS EA1125 HISTORY - 1975 GOOD NCGS EA1125 EA1125 STATION DESCRIPTION EA1125 EA1125'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA1125'BRIDGE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA1125'THE VICINITY OF BURGAW, NORTH CAROLINA. EA1125' EA1125'BRIDGE IS LOCATED APPROXIMATELY 13.0 MILES NORTHEAST OF BURGAW EA1125'AND 2.4 MILES WEST OF MAPLE HILL. TO REACH STATION FROM EA1125'INTERSECTION OF NC 53 AND NC 50 NORTHWEST OF MAPLE HILL, PROCEED EA1125'WESTERLY ALONG NC 53 FOR 1.85 MILES TO STATION ON RIGHT NEAR EA1125'NORTHERNMOST CORNER OF BRIDGE OVER ANGOLA CREEK. EA1125' EA1125'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1125'BRIDGE 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA1125'WHICH IS 2 INCHES ABOVE THE SURFACE OF THE GROUND. EA1125' EA1125'MARK IS 15.8 FT NW OF C/L OF NC 53 EA1125' EA1125'4.5 FT NE OF A REFLECTOR POST EA1125' EA1125'4.5 FT NE OF NORTHERNMOST END OF BRIDGE EA1125 EA1125 STATION RECOVERY (1975) EA1125 EA1125'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA1125'2.4 MI W FROM MAPLE HILL. EA1125'STATION IS LOCATED APPROXIMATELY 13.0 MILES NORTHEAST OF BURGAW. TO EA1125'REACH STATION FROM INTERSECTION OF NC 53 AND NC 50 NORTHWEST OF MAPLE EA1125'HILL, PROCEED WESTERLY ALONG NC 53 FOR 1.85 MILES TO STATION ON RIGHT EA1125'NEAR NORTHERNMOST CORNER OF BRIDGE OVER ANGOLA CREEK. 15.8 FT. NW OF EA1125'C/L OF NC 53, 4.5 FT. NE OF REFLECTOR POST, AND 4.5 FT. NE OF EA1125'NORTHERNMOST END OF BRIDGE. DISK IS SET IN CONCRETE CYLINDER, 2 EA1125'INCHES ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2539 *********************************************************************** EA2539 DESIGNATION - BRITT EA2539 PID - EA2539 EA2539 STATE/COUNTY- NC/PENDER EA2539 USGS QUAD - HAMPSTEAD (1970) EA2539 EA2539 *CURRENT SURVEY CONTROL EA2539 ___________________________________________________________________ EA2539* NAD 83(1986)- 34 20 52.76049(N) 077 39 09.19018(W) ADJUSTED EA2539* NAVD 88 - 1. (meters) 3. (feet) SCALED EA2539 ___________________________________________________________________ EA2539 LAPLACE CORR- -3.37 (seconds) DEFLEC99 EA2539 GEOID HEIGHT- -37.32 (meters) GEOID03 EA2539 EA2539 HORZ ORDER - THIRD EA2539 EA2539.The North Carolina HARNS have been completed but, EA2539.due to contractual restrictions, coordinates for these stations EA2539.will NOT be published in the near future. In the interim, the EA2539.published coordinates in North Carolina will not be EA2539.consistent with the Continuously Operating Reference Stations EA2539.(CORS). The HARN coordinates for these stations are available EA2539.upon request. Contact Gary Thompson(919-733-3836). EA2539. EA2539.In addition, the published North Carolina positions EA2539.(NAD 83 (1986)) are NOT consistent with those determined in EA2539.adjacent state readjustments. The discontinuity between stations EA2539.located in North Carolina and those in adjacent states EA2539.which have been adjusted to the HARN may be as much as 5 EA2539.decimeters. This will result in a significant loss of accuracy EA2539.over lines crossing such state borders. EA2539 EA2539 EA2539.The horizontal coordinates were established by classical geodetic methods EA2539.and adjusted by the National Geodetic Survey in July 1986. EA2539 EA2539.The orthometric height was scaled from a topographic map. EA2539 EA2539.The Laplace correction was computed from DEFLEC99 derived deflections. EA2539 EA2539.The geoid height was determined by GEOID03. EA2539 EA2539; North East Units Scale Factor Converg. EA2539;SPC NC - 67,178.588 733,570.620 MT 0.99999597 +0 46 39.7 EA2539;SPC NC - 220,401.75 2,406,722.94 sFT 0.99999597 +0 46 39.7 EA2539;UTM 18 - 3,803,929.331 256,013.978 MT 1.00033384 -1 29 50.5 EA2539 EA2539! - Elev Factor x Scale Factor = Combined Factor EA2539!SPC NC - 1.00000575 x 0.99999597 = 1.00000172 EA2539!UTM 18 - 1.00000575 x 1.00033384 = 1.00033959 EA2539 EA2539: Primary Azimuth Mark Grid Az EA2539:SPC NC - WOW 226 17 17.2 EA2539:UTM 18 - WOW 228 33 47.4 EA2539 EA2539|---------------------------------------------------------------------| EA2539| PID Reference Object Distance Geod. Az | EA2539| dddmmss.s | EA2539| EA2568 BEACON 26 APPROX. 3.2 KM 0105719.6 | EA2539| EA3237 BRITT RM 1 12.125 METERS 05603 | EA2539| EA2560 WOW APPROX. 3.8 KM 2270356.9 | EA2539| EA2535 BEACON 30 APPROX. 4.4 KM 2641535.8 | EA2539| EA3238 BRITT RM 2 38.480 METERS 29307 | EA2539| EA2534 BEACON 28 APPROX. 2.4 KM 3003819.2 | EA2539|---------------------------------------------------------------------| EA2539 EA2539 SUPERSEDED SURVEY CONTROL EA2539 EA2539 NAD 27 - 34 20 52.15100(N) 077 39 10.27900(W) AD( ) 3 EA2539 EA2539.Superseded values are not recommended for survey control. EA2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2539.See file dsdata.txt to determine how the superseded data were derived. EA2539 EA2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5601403929(NAD 83) EA2539_MARKER: DS = TRIANGULATION STATION DISK EA2539_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EA2539_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EA2539 EA2539 HISTORY - Date Condition Report By EA2539 HISTORY - 1933 MONUMENTED CGS EA2539 HISTORY - 1964 MARK NOT FOUND CGS EA2539 EA2539 STATION DESCRIPTION EA2539 EA2539'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (JAB) EA2539'STATION IS ON A PROMINENT SAND DUNE ON THE OUTSIDE COAST AT EA2539'THE S SIDE OF THE ENTRANCE TO NEW TOPSAIL INLET. THIS IS THE EA2539'HIGHEST DUNE IN THE VICINITY, AND STATION IS AT ABOUT THE EA2539'CENTER OF THE HIGHEST PART. EA2539' EA2539'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN EA2539'CONCRETE AT THE CENTER OF THE TOP OF TILE. EA2539' EA2539'REFERENCE MARKS ARE SET IN AN 8-INCH TILE PROJECTING ABOUT 8 EA2539'INCHES ABOVE GROUND. EA2539 EA2539 STATION RECOVERY (1964) EA2539 EA2539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA2539'LOST. THE AREA WAS THOROUGHLY SEARCHED BUT NOTHING COULD BE EA2539'FOUND. THE ENTIRE AREA HAS CHANGED AND PREVIOUS REFERENCES NO EA2539'LONGER APPLY. IT IS BELIEVED THAT THIS STATION HAS WASHED AWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0990 *********************************************************************** EA0990 DESIGNATION - BROWN EA0990 PID - EA0990 EA0990 STATE/COUNTY- NC/PENDER EA0990 USGS QUAD - STAG PARK (1981) EA0990 EA0990 *CURRENT SURVEY CONTROL EA0990 ___________________________________________________________________ EA0990* NAD 83(1986)- 34 36 39.41045(N) 077 50 09.32636(W) ADJUSTED EA0990* NAVD 88 - 5.736 (meters) 18.82 (feet) ADJUSTED EA0990 ___________________________________________________________________ EA0990 LAPLACE CORR- -3.59 (seconds) DEFLEC99 EA0990 GEOID HEIGHT- -36.60 (meters) GEOID03 EA0990 DYNAMIC HT - 5.730 (meters) 18.80 (feet) COMP EA0990 MODELED GRAV- 979,673.9 (mgal) NAVD 88 EA0990 EA0990 HORZ ORDER - SECOND EA0990 VERT ORDER - SECOND CLASS II EA0990 EA0990.The North Carolina HARNS have been completed but, EA0990.due to contractual restrictions, coordinates for these stations EA0990.will NOT be published in the near future. In the interim, the EA0990.published coordinates in North Carolina will not be EA0990.consistent with the Continuously Operating Reference Stations EA0990.(CORS). The HARN coordinates for these stations are available EA0990.upon request. Contact Gary Thompson(919-733-3836). EA0990. EA0990.In addition, the published North Carolina positions EA0990.(NAD 83 (1986)) are NOT consistent with those determined in EA0990.adjacent state readjustments. The discontinuity between stations EA0990.located in North Carolina and those in adjacent states EA0990.which have been adjusted to the HARN may be as much as 5 EA0990.decimeters. This will result in a significant loss of accuracy EA0990.over lines crossing such state borders. EA0990 EA0990 EA0990.The horizontal coordinates were established by classical geodetic methods EA0990.and adjusted by the National Geodetic Survey in July 1986. EA0990 EA0990.The orthometric height was determined by differential leveling EA0990.and adjusted by the National Geodetic Survey in June 1991. EA0990 EA0990.The Laplace correction was computed from DEFLEC99 derived deflections. EA0990 EA0990.The geoid height was determined by GEOID03. EA0990 EA0990.The dynamic height is computed by dividing the NAVD 88 EA0990.geopotential number by the normal gravity value computed on the EA0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0990.degrees latitude (g = 980.6199 gals.). EA0990 EA0990.The modeled gravity was interpolated from observed gravity values. EA0990 EA0990; North East Units Scale Factor Converg. EA0990;SPC NC - 96,132.356 716,358.687 MT 0.99993469 +0 40 18.7 EA0990;SPC NC - 315,394.24 2,350,253.46 sFT 0.99993469 +0 40 18.7 EA0990;UTM 18 - 3,833,557.125 239,960.398 MT 1.00043355 -1 36 42.2 EA0990 EA0990! - Elev Factor x Scale Factor = Combined Factor EA0990!SPC NC - 1.00000485 x 0.99993469 = 0.99993954 EA0990!UTM 18 - 1.00000485 x 1.00043355 = 1.00043840 EA0990 EA0990: Primary Azimuth Mark Grid Az EA0990:SPC NC - WEIGHT 055 17 35.6 EA0990:UTM 18 - WEIGHT 057 34 36.5 EA0990 EA0990|---------------------------------------------------------------------| EA0990| PID Reference Object Distance Geod. Az | EA0990| dddmmss.s | EA0990| EA0967 WEIGHT 460.675 METERS 0555754.3 | EA0990|---------------------------------------------------------------------| EA0990 EA0990 SUPERSEDED SURVEY CONTROL EA0990 EA0990 NAD 27 - 34 36 38.81045(N) 077 50 10.37962(W) AD( ) 2 EA0990 NGVD 29 (??/??/92) 6.032 (m) 19.79 (f) ADJ UNCH 2 2 EA0990 EA0990.Superseded values are not recommended for survey control. EA0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0990.See file dsdata.txt to determine how the superseded data were derived. EA0990 EA0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3996033557(NAD 83) EA0990_MARKER: DD = SURVEY DISK EA0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA0990_STAMPING: BROWN 1974 EA0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0990+STABILITY: SURFACE MOTION EA0990 EA0990 HISTORY - Date Condition Report By EA0990 HISTORY - 1974 MONUMENTED NCGS EA0990 HISTORY - 1975 GOOD NCGS EA0990 EA0990 STATION DESCRIPTION EA0990 EA0990'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA0990'BROWN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA0990'THE VICINITY OF BURGAW, NORTH CAROLINA. EA0990' EA0990'BROWN IS LOCATED APPROXIMATELY 6.5 MILES NORTHEAST OF BURGAW. TO EA0990'REACH STATION FROM THE INTERSECTION OF U.S. 117 BYPASS WITH NC 53 AT EA0990'NORTHEAST EDGE OF BURGAW, PROCEED NORTHEAST ALONG NC 53 FOR 6.55 EA0990'MILES TO STATION ON LEFT IN YARD OF BROWNS RESIDENCE, 0.25 MILE EA0990'SOUTHWEST OF INTERSECTION WITH SR 1318, AND 2.65 MILES NORTHEAST EA0990'OF BRIDGE OVER CAPE FEAR RIVER. EA0990' EA0990'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0990'BROWN 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EA0990'IS FLUSH WITH THE SURFACE OF THE GROUND. EA0990' EA0990'MARK IS 50.0 FT NW OF C/L OF NC 53 EA0990' EA0990'23.3 FT SE OF HOUSE POWER POLE WITH ALUMINUM REF. TAG EA0990' EA0990'46.7 FT S OF SW CORNER OF HOUSE EA0990' EA0990'104.2 FT SW OF PP WITH ALUMINUM REF. TAG EA0990' EA0990'95.8 FT W OF 20 INCH PINE WITH ALUMINUM REF. TAG EA0990' EA0990'85.2 FT NW OF 18 INCH PINE WITH ALUMINUM REF. TAG EA0990 EA0990 STATION RECOVERY (1975) EA0990 EA0990'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0990'6.5 MI NE FROM BURGAW. EA0990'TO REACH STATION FROM INTERSECTION OF US 117 BYPASS WITH NC 53 AT EA0990'NORTHEAST EDGE OF BURGAW, PROCEED NORTHEAST ALONG NC 53 FOR 6.55 MILES EA0990'TO STATION ON LEFT IN YARD OF BROWNS RESIDENCE, 0.25 MILE SOUTHWEST OF EA0990'INTERSECTION WITH SR 1318, AND 2.65 MILES NORTHEAST OF BRIDGE OVER EA0990'CAPE FEAR RIVER. 50.0 FT. NW OF C/L OF NC 53, 23.3 FT. SE OF HOUSE EA0990'POWER POLE WITH ALUMINUM REF. TAG, 46.7 FT. S OF SOUTHWEST CORNER OF EA0990'HOUSE, 104.2 FT. SW OF PP WITH ALUMINUM REF. TAG, 95.8 FT. W OF 20 EA0990'INCH PINE WITH ALUMINUM REF. TAG AND 85.2 FT. NW OF 18 INCH PINE WITH EA0990'ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH THE EA0990'GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0984 *********************************************************************** EA0984 DESIGNATION - BRYANT EA0984 PID - EA0984 EA0984 STATE/COUNTY- NC/PENDER EA0984 USGS QUAD - BURGAW (1988) EA0984 EA0984 *CURRENT SURVEY CONTROL EA0984 ___________________________________________________________________ EA0984* NAD 83(1986)- 34 34 24.24564(N) 077 54 26.94506(W) ADJUSTED EA0984* NAVD 88 - 7.251 (meters) 23.79 (feet) ADJUSTED EA0984 ___________________________________________________________________ EA0984 LAPLACE CORR- -4.11 (seconds) DEFLEC99 EA0984 GEOID HEIGHT- -36.44 (meters) GEOID03 EA0984 DYNAMIC HT - 7.244 (meters) 23.77 (feet) COMP EA0984 MODELED GRAV- 979,675.4 (mgal) NAVD 88 EA0984 EA0984 HORZ ORDER - SECOND EA0984 VERT ORDER - SECOND CLASS II EA0984 EA0984.The North Carolina HARNS have been completed but, EA0984.due to contractual restrictions, coordinates for these stations EA0984.will NOT be published in the near future. In the interim, the EA0984.published coordinates in North Carolina will not be EA0984.consistent with the Continuously Operating Reference Stations EA0984.(CORS). The HARN coordinates for these stations are available EA0984.upon request. Contact Gary Thompson(919-733-3836). EA0984. EA0984.In addition, the published North Carolina positions EA0984.(NAD 83 (1986)) are NOT consistent with those determined in EA0984.adjacent state readjustments. The discontinuity between stations EA0984.located in North Carolina and those in adjacent states EA0984.which have been adjusted to the HARN may be as much as 5 EA0984.decimeters. This will result in a significant loss of accuracy EA0984.over lines crossing such state borders. EA0984 EA0984 EA0984.The horizontal coordinates were established by classical geodetic methods EA0984.and adjusted by the National Geodetic Survey in July 1986. EA0984 EA0984.The orthometric height was determined by differential leveling EA0984.and adjusted by the National Geodetic Survey in June 1991. EA0984 EA0984.The Laplace correction was computed from DEFLEC99 derived deflections. EA0984 EA0984.The geoid height was determined by GEOID03. EA0984 EA0984.The dynamic height is computed by dividing the NAVD 88 EA0984.geopotential number by the normal gravity value computed on the EA0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0984.degrees latitude (g = 980.6199 gals.). EA0984 EA0984.The modeled gravity was interpolated from observed gravity values. EA0984 EA0984; North East Units Scale Factor Converg. EA0984;SPC NC - 91,893.201 709,841.956 MT 0.99994216 +0 37 50.0 EA0984;SPC NC - 301,486.28 2,328,873.15 sFT 0.99994216 +0 37 50.0 EA0984;UTM 18 - 3,829,578.819 233,276.552 MT 1.00047697 -1 39 03.1 EA0984 EA0984! - Elev Factor x Scale Factor = Combined Factor EA0984!SPC NC - 1.00000458 x 0.99994216 = 0.99994674 EA0984!UTM 18 - 1.00000458 x 1.00047697 = 1.00048155 EA0984 EA0984: Primary Azimuth Mark Grid Az EA0984:SPC NC - ARLENE 043 06 22.8 EA0984:UTM 18 - ARLENE 045 23 15.9 EA0984 EA0984|---------------------------------------------------------------------| EA0984| PID Reference Object Distance Geod. Az | EA0984| dddmmss.s | EA0984| EA0972 ARLENE APPROX. 2.4 KM 0434412.8 | EA0984|---------------------------------------------------------------------| EA0984 EA0984 SUPERSEDED SURVEY CONTROL EA0984 EA0984 NAD 27 - 34 34 23.65063(N) 077 54 27.98278(W) AD( ) 2 EA0984 NGVD 29 (??/??/92) 7.544 (m) 24.75 (f) ADJ UNCH 2 2 EA0984 EA0984.Superseded values are not recommended for survey control. EA0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0984.See file dsdata.txt to determine how the superseded data were derived. EA0984 EA0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3327729579(NAD 83) EA0984_MARKER: DD = SURVEY DISK EA0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA0984_STAMPING: BRYANT 1974 EA0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0984+STABILITY: SURFACE MOTION EA0984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA0984+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005 EA0984 EA0984 HISTORY - Date Condition Report By EA0984 HISTORY - 1974 MONUMENTED NCGS EA0984 HISTORY - 1975 GOOD NCGS EA0984 HISTORY - 20050815 GOOD NGS EA0984 EA0984 STATION DESCRIPTION EA0984 EA0984'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA0984'BRYANT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA0984'THE VICINITY OF BURGAW, NORTH CAROLINA. EA0984' EA0984'BRYANT IS LOCATED APPROXIMATELY 1.8 MILES NORTHEAST OF BURGAW. TO EA0984'REACH STATION FROM THE INTERSECTION OF U.S. 117 BYPASS WITH NC 53, EA0984'PROCEED NORTHEAST ALONG NC 53 FOR 1.25 MILES TO WEST INTERSECTION EA0984'WITH SR 1508 LOOP ROAD AND STATION IN WEST QUADRANT OF EA0984'INTERSECTION. EA0984' EA0984'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0984'BRYANT 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EA0984'IS 5 INCHES BELOW THE SURFACE OF THE GROUND. EA0984' EA0984'MARK IS 17.8 FT NW OF C/L OF NC 53 EA0984' EA0984'19.3 FT NE OF C/L OF SR 1508 EA0984' EA0984'16.0 FT SE OF UNDERGROUND CABLE WARNING POST WITH ALUMINUM REF. TAG EA0984' EA0984'60.6 FT W OF TELEPHONE PEDESTAL SS-31 EA0984' EA0984'31.3 FT E OF STOP SIGN POST WITH ALUMINUM REF. TAG EA0984 EA0984 STATION RECOVERY (1975) EA0984 EA0984'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0984'1.8 MI NE FROM BURGAW. EA0984'TO REACH STATION FROM INTERSECTION OF US 117 BYPASS WITH NC 53, EA0984'PROCEED NORTHEAST ALONG NC 53 FOR 1.25 MILES TO WEST INTERSECTION WITH EA0984'SR 1508 LOOP ROAD AND STATION IN WEST QUADRANT OF INTERSECTION. 17.8 EA0984'FT. NW OF C/L OF NC 53, 19.3 FT. NE OF C/L OF SR 1508, 16.0 FT. SE OF EA0984'UNDERGROUND CABLE WARNING POST WITH ALUMINUM REF. TAG, 60.6 FT. W OF EA0984'TELEPHONE PEDESTAL SS-31, AND 31.3 FT. E OF STOP SIGN POST WITH EA0984'ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER, 5 INCHES BELOW EA0984'THE GROUND. EA0984 EA0984 STATION RECOVERY (2005) EA0984 EA0984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (TFM) EA0984'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTIONS. STATION IS NOW EA0984'2I INCHES BELOW THE GROUND. LOCATED 14.8 FT SOUTH-EAST OF UNDERGROUND EA0984'CABLE WARNING POST AND 39.0 FT EAST OF STOP SIGN POST, BOTH WITHOUT EA0984'REFERENCE TAGS. THE TELEPHONE PEDESTAL SS-31 IS GONE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AI0871 *********************************************************************** AI0871 DESIGNATION - BRYSON AZ MK AI0871 PID - AI0871 AI0871 STATE/COUNTY- NC/PENDER AI0871 USGS QUAD - HOLLY RIDGE (1997) AI0871 AI0871 *CURRENT SURVEY CONTROL AI0871 ___________________________________________________________________ AI0871* NAD 83(1986)- 34 26 20.95257(N) 077 33 23.64943(W) ADJUSTED AI0871* NAVD 88 - 2.54 (meters) 8.3 (feet) LEVELING AI0871 ___________________________________________________________________ AI0871 LAPLACE CORR- -2.03 (seconds) DEFLEC99 AI0871 GEOID HEIGHT- -37.36 (meters) GEOID03 AI0871 AI0871 HORZ ORDER - SECOND AI0871 VERT ORDER - THIRD ? AI0871 AI0871.The North Carolina HARNS have been completed but, AI0871.due to contractual restrictions, coordinates for these stations AI0871.will NOT be published in the near future. In the interim, the AI0871.published coordinates in North Carolina will not be AI0871.consistent with the Continuously Operating Reference Stations AI0871.(CORS). The HARN coordinates for these stations are available AI0871.upon request. Contact Gary Thompson(919-733-3836). AI0871. AI0871.In addition, the published North Carolina positions AI0871.(NAD 83 (1986)) are NOT consistent with those determined in AI0871.adjacent state readjustments. The discontinuity between stations AI0871.located in North Carolina and those in adjacent states AI0871.which have been adjusted to the HARN may be as much as 5 AI0871.decimeters. This will result in a significant loss of accuracy AI0871.over lines crossing such state borders. AI0871 AI0871 AI0871.The horizontal coordinates were established by classical geodetic methods AI0871.and adjusted by the National Geodetic Survey in July 1999. AI0871 AI0871.The orthometric height was determined by differential leveling. AI0871.The vertical network tie was performed by a horz. field party for horz. AI0871.obs reductions. Reset procedures were used to establish the elevation. AI0871 AI0871.The Laplace correction was computed from DEFLEC99 derived deflections. AI0871 AI0871.The geoid height was determined by GEOID03. AI0871 AI0871; North East Units Scale Factor Converg. AI0871;SPC NC - 77,414.321 742,253.770 MT 0.99997237 +0 49 59.2 AI0871;SPC NC - 253,983.48 2,435,210.91 sFT 0.99997237 +0 49 59.2 AI0871;UTM 18 - 3,813,815.131 265,099.937 MT 1.00028018 -1 26 47.3 AI0871 AI0871! - Elev Factor x Scale Factor = Combined Factor AI0871!SPC NC - 1.00000547 x 0.99997237 = 0.99997784 AI0871!UTM 18 - 1.00000547 x 1.00028018 = 1.00028565 AI0871 AI0871 SUPERSEDED SURVEY CONTROL AI0871 AI0871.No superseded survey control is available for this station. AI0871 AI0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6510013815(NAD 83) AI0871_MARKER: DZ = AZIMUTH MARK DISK AI0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI0871_STAMPING: BRYSON 1988 AI0871_MARK LOGO: NCGS AI0871_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AI0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI0871+STABILITY: SURFACE MOTION AI0871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI0871+SATELLITE: SATELLITE OBSERVATIONS - 1988 AI0871 AI0871 HISTORY - Date Condition Report By AI0871 HISTORY - 1988 MONUMENTED NCGS AI0871 AI0871 STATION DESCRIPTION AI0871 AI0871'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB) AI0871'STATION IS LOCATED ABOUT 1.00 KM (0.60 MI) WEST-NORTHWEST OF SURF AI0871'CITY. ALONG NC 210/NC 50 FOR 1.05 KM (0.65 MI) NORTHWEST FROM THE AI0871'DRAWBRIDGE OVER THE AIWW, OPPOSITE AN ELECTRICAL SUBSTATION. MARK IS AI0871'ABOUT LEVEL WITH HIGHWAY AND RECESSED 2 INCHES BELOW GROUND. LOCATED AI0871'7.32 M (24.02 FT) SOUTHWEST OF THE CENTERLINE OF NC 210/NC 50, 8.38 M AI0871'(27.49 FT) NORTHEAST OF THE EAST EDGE OF A CHAINLINK FENCE, 17.07 M AI0871'(56.00 FT) SOUTHEAST OF A PEDESTAL, 18.75 M (61.52 FT) NORTH OF THE AI0871'NORTH END OF A CULVERT--AND 8.08 M (26.51 FT) NORTH OF A POWER POLE, AI0871'27.28 M (89.50 FT) SOUTHEAST OF A POWER POLE--BOTH WITH REFERENCE AI0871'TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2495 *********************************************************************** EA2495 DESIGNATION - BUMBLE EA2495 PID - EA2495 EA2495 STATE/COUNTY- NC/PENDER EA2495 USGS QUAD - HOLLY RIDGE (1997) EA2495 EA2495 *CURRENT SURVEY CONTROL EA2495 ___________________________________________________________________ EA2495* NAD 83(1986)- 34 24 03.23956(N) 077 35 16.36069(W) ADJUSTED EA2495* NAVD 88 - 1. (meters) 3. (feet) SCALED EA2495 ___________________________________________________________________ EA2495 LAPLACE CORR- -2.69 (seconds) DEFLEC99 EA2495 GEOID HEIGHT- -37.37 (meters) GEOID03 EA2495 EA2495 HORZ ORDER - SECOND EA2495 EA2495.The North Carolina HARNS have been completed but, EA2495.due to contractual restrictions, coordinates for these stations EA2495.will NOT be published in the near future. In the interim, the EA2495.published coordinates in North Carolina will not be EA2495.consistent with the Continuously Operating Reference Stations EA2495.(CORS). The HARN coordinates for these stations are available EA2495.upon request. Contact Gary Thompson(919-733-3836). EA2495. EA2495.In addition, the published North Carolina positions EA2495.(NAD 83 (1986)) are NOT consistent with those determined in EA2495.adjacent state readjustments. The discontinuity between stations EA2495.located in North Carolina and those in adjacent states EA2495.which have been adjusted to the HARN may be as much as 5 EA2495.decimeters. This will result in a significant loss of accuracy EA2495.over lines crossing such state borders. EA2495 EA2495 EA2495.The horizontal coordinates were established by classical geodetic methods EA2495.and adjusted by the National Geodetic Survey in July 1986. EA2495 EA2495.The orthometric height was scaled from a topographic map. EA2495 EA2495.The Laplace correction was computed from DEFLEC99 derived deflections. EA2495 EA2495.The geoid height was determined by GEOID03. EA2495 EA2495; North East Units Scale Factor Converg. EA2495;SPC NC - 73,129.991 739,437.031 MT 0.99998197 +0 48 54.1 EA2495;SPC NC - 239,927.31 2,425,969.66 sFT 0.99998197 +0 48 54.1 EA2495;UTM 18 - 3,809,644.884 262,114.148 MT 1.00029759 -1 27 46.0 EA2495 EA2495! - Elev Factor x Scale Factor = Combined Factor EA2495!SPC NC - 1.00000576 x 0.99998197 = 0.99998773 EA2495!UTM 18 - 1.00000576 x 1.00029759 = 1.00030335 EA2495 EA2495: Primary Azimuth Mark Grid Az EA2495:SPC NC - TOWER THREE 208 11 03.8 EA2495:UTM 18 - TOWER THREE 210 27 43.9 EA2495 EA2495|---------------------------------------------------------------------| EA2495| PID Reference Object Distance Geod. Az | EA2495| dddmmss.s | EA2495| EA0695 TOWER THREE APPROX. 1.0 KM 2085957.9 | EA2495|---------------------------------------------------------------------| EA2495 EA2495 SUPERSEDED SURVEY CONTROL EA2495 EA2495 NAD 27 - 34 24 02.63700(N) 077 35 17.46200(W) AD( ) 2 EA2495 EA2495.Superseded values are not recommended for survey control. EA2495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2495.See file dsdata.txt to determine how the superseded data were derived. EA2495 EA2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6211409645(NAD 83) EA2495_MARKER: DS = TRIANGULATION STATION DISK EA2495_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE EA2495_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EA2495_MARK LOGO: CGS EA2495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA2495 EA2495 HISTORY - Date Condition Report By EA2495 HISTORY - 1914 MONUMENTED CGS EA2495 HISTORY - 1933 GOOD CGS EA2495 HISTORY - 1947 GOOD CGS EA2495 HISTORY - 1964 SEE DESCRIPTION CGS EA2495 EA2495 STATION DESCRIPTION EA2495 EA2495'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS) EA2495'STATION IS ON THE INLAND SIDE OF THE BANKS, OPPOSITE VIRGINIA CREEK, EA2495'ABOUT 150 YARDS FROM YELLOW HILL FISHING CAMP, ON THE MARSH AT EA2495'THE CURVE OF THE CHANNEL FROM SLOOP POINT TO THE BANKS, ABOUT 2 EA2495'YARDS FROM ORDINARY HIGH-WATER MARK BUT UNDER WATER AT EXTREME EA2495'HIGH TIDE. EA2495' EA2495'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE EA2495'AT THE CENTER OF THE TOP OF A TILE. EA2495' EA2495'THE REFERENCE MARK IS A TILE FILLED WITH AND SET IN CEMENT. IT EA2495'IS ABOUT 30 METERS (98 FEET) FROM THE STATION, ABOUT 130 YARDS EA2495'FROM THE HOUSE AT THE CAMP, AND ABOUT 3 YARDS FROM HIGH-WATER MARK. EA2495 EA2495 STATION RECOVERY (1933) EA2495 EA2495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JAB) EA2495'STATION WAS RECOVERED IN GOOD CONDITION. AT THE BACK SIDE OF THE EA2495'BANKS, OPPOSITE VIRGINIA CREEK, ON THE MARSH, ABOUT 150 YARDS EA2495'FROM THE REMAINS OF YELLOW HILL FISHING CAMP, AND 1 YARD INSIDE EA2495'HIGH-WATER LINE. THE CHANNEL FROM SLOOP POINT TO THE BANKS PASSES EA2495'BY STATION WHICH IS 150 YARDS N OF BEND IN CHANNEL. EA2495' EA2495'THE REFERENCE MARK IS IN GOOD CONDITION. EA2495 EA2495 STATION RECOVERY (1947) EA2495 EA2495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CRR) EA2495'THE STATION WAS RECOVERED AS DESCRIBED AND THE STATION MARK WAS EA2495'FOUND TO BE IN GOOD CONDITION. THE REFERENCE MARK WAS SEARCHED EA2495'FOR BUT NOT RECOVERED. IT HAS PROBABLY BEEN DESTROYED DUE TO THE EA2495'EROSION OF THE BEACH, A COMPLETE NEW DESCRIPTION FOLLOWS-- EA2495' EA2495'THE STATION IS ON THE INLAND SIDE OF THE BANKS, OPPOSITE VIRGINIA EA2495'CREEK, ON THE MARSH AT THE CURVE OF CHANNEL FROM SLOOP POINT TO EA2495'THE BANKS. THE STATION IS ON THE BEACH AND IS UNDER WATER AT EA2495'EXTREME HIGH TIDE. THE MARK IS A STANDARD UNSTAMPED BRONZE DISK EA2495'IN THE END OF A 4 IN TILE WHICH PROJECTS ABOUT 12 IN ABOVE THE EA2495'SURFACE OF THE GROUND. EA2495' EA2495'TO REACH THE STATION FROM THE BRIDGE AT SEARS LANDING, GO ACROSS EA2495'BRIDGE TOWARDS THE BEACH FOR 0.3 MILE, TURN RIGHT AND GO 03.2 MILES EA2495'TO E.T.T. (END OF TRUCK TRAVEL). GO NORTHWEST THROUGH SCRUB TREES EA2495'AND BRUSH FOR ABOUT 1/4 MILE TO THE BEACH AND THE STATION AS EA2495'DESCRIBED. EA2495 EA2495 STATION RECOVERY (1964) EA2495 EA2495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA2495'DESTROYED. MONUMENT FOUND BROKEN INTO PIECES. DISK REMOVED BY EA2495'PARTY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2957 *********************************************************************** EA2957 DESIGNATION - BURGAW CABLE TV ANTENNA EA2957 PID - EA2957 EA2957 STATE/COUNTY- NC/PENDER EA2957 USGS QUAD - BURGAW (1988) EA2957 EA2957 *CURRENT SURVEY CONTROL EA2957 ___________________________________________________________________ EA2957* NAD 83(1986)- 34 31 05.24173(N) 077 54 02.45918(W) ADJUSTED EA2957* NAVD 88 - EA2957 ___________________________________________________________________ EA2957 LAPLACE CORR- -4.10 (seconds) DEFLEC99 EA2957 GEOID HEIGHT- -36.47 (meters) GEOID03 EA2957 EA2957 HORZ ORDER - THIRD EA2957 EA2957.The North Carolina HARNS have been completed but, EA2957.due to contractual restrictions, coordinates for these stations EA2957.will NOT be published in the near future. In the interim, the EA2957.published coordinates in North Carolina will not be EA2957.consistent with the Continuously Operating Reference Stations EA2957.(CORS). The HARN coordinates for these stations are available EA2957.upon request. Contact Gary Thompson(919-733-3836). EA2957. EA2957.In addition, the published North Carolina positions EA2957.(NAD 83 (1986)) are NOT consistent with those determined in EA2957.adjacent state readjustments. The discontinuity between stations EA2957.located in North Carolina and those in adjacent states EA2957.which have been adjusted to the HARN may be as much as 5 EA2957.decimeters. This will result in a significant loss of accuracy EA2957.over lines crossing such state borders. EA2957 EA2957 EA2957.The horizontal coordinates were established by classical geodetic methods EA2957.and adjusted by the National Geodetic Survey in July 1986. EA2957 EA2957 EA2957.The Laplace correction was computed from DEFLEC99 derived deflections. EA2957 EA2957.The geoid height was determined by GEOID03. EA2957 EA2957; North East Units Scale Factor Converg. EA2957;SPC NC - 85,768.575 710,533.899 MT 0.99995395 +0 38 04.2 EA2957;SPC NC - 281,392.40 2,331,143.30 sFT 0.99995395 +0 38 04.2 EA2957;UTM 18 - 3,823,428.269 233,724.495 MT 1.00047403 -1 38 40.9 EA2957 EA2957 SUPERSEDED SURVEY CONTROL EA2957 EA2957 NAD 27 - 34 31 04.64523(N) 077 54 03.49867(W) AD( ) 3 EA2957 EA2957.Superseded values are not recommended for survey control. EA2957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2957.See file dsdata.txt to determine how the superseded data were derived. EA2957 EA2957_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3372423428(NAD 83) EA2957_MARKER: 41 = ANTENNA MAST EA2957 EA2957 HISTORY - Date Condition Report By EA2957 HISTORY - 1968 FIRST OBSERVED NCGS EA2957 EA2957 STATION DESCRIPTION EA2957 EA2957'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA2957'CABLE TV ANTENNA IS AN INTERSECTION STATION LOCATED EA2957'APPROXIMATELY 2.7 MILES SOUTHEAST OF THE CENTER OF BURGAW, EA2957'NORTH CAROLINA. EA2957' EA2957'TO REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 117 EA2957'BUSINESS AND BYPASS ON SOUTHEAST SIDE OF BURGAW, GO SOUTH ON EA2957'U.S. 117 FOR 1.6 MILES TO INTERSECTION OF SR 1414, TURN LEFT (E) EA2957'FOR 0.2 MILE ON SR 1414 TO FARM ROAD ON RIGHT (S), TURN ON EA2957'FARM ROAD FOR 0.1 MILE TO ANTENNA. THE POINT OBSERVED WAS EA2957'CENTER OF AIRCRAFT WARNING LIGHT ON TOP OF ANTENNA. EA2957' EA2957'POSITION ON THIS STATION DETERMINED BY INTERSECTION METHOD EA2957'FROM NCGS STATIONS RADIO, PEPSI AND PURE. EA2957' EA2957'STRUCTURE IS A STEEL TRIANGULAR LATTICED TYPE AND MOUNTED ON EA2957'SLIGHTLY RAISED CEMENT BASE, APPROXIMATELY 2-1/2 FEET BY 3 EA2957'FEET, ABOUT 225 FEET HIGH, RED AND WHITE IN COLOR WITH EA2957'ANTENNA AND HAS AN AIRCRAFT WARNING LIGHT ON TOP. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2958 *********************************************************************** EA2958 DESIGNATION - BURGAW RAD WPGF AM FM ANTENNA EA2958 PID - EA2958 EA2958 STATE/COUNTY- NC/PENDER EA2958 USGS QUAD - BURGAW (1988) EA2958 EA2958 *CURRENT SURVEY CONTROL EA2958 ___________________________________________________________________ EA2958* NAD 83(1986)- 34 32 02.61889(N) 077 54 26.56398(W) ADJUSTED EA2958* NAVD 88 - EA2958 ___________________________________________________________________ EA2958 LAPLACE CORR- -4.13 (seconds) DEFLEC99 EA2958 GEOID HEIGHT- -36.45 (meters) GEOID03 EA2958 EA2958 HORZ ORDER - THIRD EA2958 EA2958.The North Carolina HARNS have been completed but, EA2958.due to contractual restrictions, coordinates for these stations EA2958.will NOT be published in the near future. In the interim, the EA2958.published coordinates in North Carolina will not be EA2958.consistent with the Continuously Operating Reference Stations EA2958.(CORS). The HARN coordinates for these stations are available EA2958.upon request. Contact Gary Thompson(919-733-3836). EA2958. EA2958.In addition, the published North Carolina positions EA2958.(NAD 83 (1986)) are NOT consistent with those determined in EA2958.adjacent state readjustments. The discontinuity between stations EA2958.located in North Carolina and those in adjacent states EA2958.which have been adjusted to the HARN may be as much as 5 EA2958.decimeters. This will result in a significant loss of accuracy EA2958.over lines crossing such state borders. EA2958 EA2958 EA2958.The horizontal coordinates were established by classical geodetic methods EA2958.and adjusted by the National Geodetic Survey in July 1986. EA2958 EA2958 EA2958.The Laplace correction was computed from DEFLEC99 derived deflections. EA2958 EA2958.The geoid height was determined by GEOID03. EA2958 EA2958; North East Units Scale Factor Converg. EA2958;SPC NC - 87,529.641 709,899.699 MT 0.99995046 +0 37 50.3 EA2958;SPC NC - 287,170.16 2,329,062.60 sFT 0.99995046 +0 37 50.3 EA2958;UTM 18 - 3,825,214.100 233,160.546 MT 1.00047774 -1 38 57.0 EA2958 EA2958 SUPERSEDED SURVEY CONTROL EA2958 EA2958 NAD 27 - 34 32 02.02256(N) 077 54 27.60267(W) AD( ) 3 EA2958 EA2958.Superseded values are not recommended for survey control. EA2958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2958.See file dsdata.txt to determine how the superseded data were derived. EA2958 EA2958_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3316125214(NAD 83) EA2958_MARKER: 41 = ANTENNA MAST EA2958 EA2958 HISTORY - Date Condition Report By EA2958 HISTORY - 1968 FIRST OBSERVED NCGS EA2958 EA2958 STATION DESCRIPTION EA2958 EA2958'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA2958'WPGF AM AND FM ANTENNA IS AN INTERSECTION STATION LOCATED EA2958'APPROXIMATELY 1.7 MILES SOUTHEAST OF BURGAW, NORTH CAROLINA. EA2958' EA2958'TO REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 117 EA2958'BUSINESS AND BYPASS SOUTHEAST SIDE OF BURGAW, GO SOUTH ON EA2958'U.S. 117 FOR 0.55 MILE TO WPGF AM AND FM RADIO STATION ON THE EA2958'WEST SIDE OF U.S. 117. THE ANTENNA IS LOCATED AT NORTH SIDE EA2958'OF RADIO STATION. THE POINT OBSERVED IS THE CENTER OF EA2958'AIRCRAFT WARNING LIGHT ON TOP OF ANTENNA. EA2958' EA2958'POSITION ON THIS STATION DETERMINED BY INTERSECTION METHOD FROM EA2958'STATIONS MILTON, RADIO AND PEPSI. EA2958' EA2958'STRUCTURE IS A FOUR SIDED STEEL LATTICE TYPE, SET ON A SINGLE EA2958'BASE ATOP A THREE FOOT CEMENT PEDESTAL, ABOUT 120 FEET HIGH, EA2958'PAINTED RED AND WHITE COLORS ALTERNATING ABOUT EVERY 25 FEET EA2958'WITH AN AIRCRAFT WARNING LIGHT ON TOP. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2959 *********************************************************************** EA2959 DESIGNATION - BURGAW TV STA WECT ANTENNA EA2959 PID - EA2959 EA2959 STATE/COUNTY- NC/PENDER EA2959 USGS QUAD - BURGAW (1988) EA2959 EA2959 *CURRENT SURVEY CONTROL EA2959 ___________________________________________________________________ EA2959* NAD 83(1986)- 34 31 44.37986(N) 077 55 09.86073(W) ADJUSTED EA2959* NAVD 88 - EA2959 ___________________________________________________________________ EA2959 LAPLACE CORR- -4.21 (seconds) DEFLEC99 EA2959 GEOID HEIGHT- -36.42 (meters) GEOID03 EA2959 EA2959 HORZ ORDER - THIRD EA2959 EA2959.The North Carolina HARNS have been completed but, EA2959.due to contractual restrictions, coordinates for these stations EA2959.will NOT be published in the near future. In the interim, the EA2959.published coordinates in North Carolina will not be EA2959.consistent with the Continuously Operating Reference Stations EA2959.(CORS). The HARN coordinates for these stations are available EA2959.upon request. Contact Gary Thompson(919-733-3836). EA2959. EA2959.In addition, the published North Carolina positions EA2959.(NAD 83 (1986)) are NOT consistent with those determined in EA2959.adjacent state readjustments. The discontinuity between stations EA2959.located in North Carolina and those in adjacent states EA2959.which have been adjusted to the HARN may be as much as 5 EA2959.decimeters. This will result in a significant loss of accuracy EA2959.over lines crossing such state borders. EA2959 EA2959 EA2959.The horizontal coordinates were established by classical geodetic methods EA2959.and adjusted by the National Geodetic Survey in July 1986. EA2959 EA2959 EA2959.The Laplace correction was computed from DEFLEC99 derived deflections. EA2959 EA2959.The geoid height was determined by GEOID03. EA2959 EA2959; North East Units Scale Factor Converg. EA2959;SPC NC - 86,955.591 708,801.839 MT 0.99995156 +0 37 25.3 EA2959;SPC NC - 285,286.80 2,325,460.70 sFT 0.99995156 +0 37 25.3 EA2959;UTM 18 - 3,824,683.893 232,040.127 MT 1.00048512 -1 39 20.8 EA2959;UTM 17 - 3,825,123.539 782,759.679 MT 1.00058561 +1 44 50.3 EA2959 EA2959 SUPERSEDED SURVEY CONTROL EA2959 EA2959 NAD 27 - 34 31 43.78351(N) 077 55 10.89767(W) AD( ) 3 EA2959 EA2959.Superseded values are not recommended for survey control. EA2959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2959.See file dsdata.txt to determine how the superseded data were derived. EA2959 EA2959_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3204024684(NAD 83) EA2959_MARKER: 41 = ANTENNA MAST EA2959 EA2959 HISTORY - Date Condition Report By EA2959 HISTORY - 1968 FIRST OBSERVED NCGS EA2959 EA2959 STATION DESCRIPTION EA2959 EA2959'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA2959'WECT CHANNEL 6 TV ANTENNA IS AN INTERSECTION STATION LOCATED EA2959'APPROXIMATELY 1.3 MILES SSE OF THE CENTER OF BURGAW, EA2959'NORTH CAROLINA. EA2959' EA2959'TO REACH STATION PROCEED FROM THE RAILROAD STATION IN BURGAW, EA2959'GO SOUTH ON SR 1412 FOR 1.2 MILES TO DIRT ROAD ON LEFT (E) SIDE EA2959'OF SR 1412, THE ANTENNA IS LOCATED ABOUT 75 YARDS FROM SR 1412 EA2959'ALONG DIRT ROAD. POINT OBSERVED IS THE CENTER OF AIRCRAFT EA2959'WARNING LIGHT ON TOP OF ANTENNA. EA2959' EA2959'POSITION WAS DETERMINED BY INTERSECTION METHOD FROM NCGS EA2959'STATIONS MILTON, RADIO AND PURE. EA2959' EA2959'STRUCTURE IS A STEEL TRIANGULAR LATTICE TYPE ON CEMENT BASE EA2959'ABOUT 1-1/2 FEET SQUARE RAISED ABOUT 0.5 FEET, ABOUT 140 FEET IN EA2959'HEIGHT, PAINTED RED AND WHITE WITH ANTENNA DISKS AND AIRCRAFT EA2959'WARNING LIGHT ON TOP. IT IS SET NEXT TO A SMALL WHITE BUILDING. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2540 *********************************************************************** EA2540 DESIGNATION - BURRO EA2540 PID - EA2540 EA2540 STATE/COUNTY- NC/PENDER EA2540 USGS QUAD - HAMPSTEAD (1970) EA2540 EA2540 *CURRENT SURVEY CONTROL EA2540 ___________________________________________________________________ EA2540* NAD 83(1986)- 34 19 38.59001(N) 077 42 53.43718(W) ADJUSTED EA2540* NAVD 88 - 1. (meters) 3. (feet) SCALED EA2540 ___________________________________________________________________ EA2540 LAPLACE CORR- -3.81 (seconds) DEFLEC99 EA2540 GEOID HEIGHT- -37.22 (meters) GEOID03 EA2540 EA2540 HORZ ORDER - THIRD EA2540 EA2540.The North Carolina HARNS have been completed but, EA2540.due to contractual restrictions, coordinates for these stations EA2540.will NOT be published in the near future. In the interim, the EA2540.published coordinates in North Carolina will not be EA2540.consistent with the Continuously Operating Reference Stations EA2540.(CORS). The HARN coordinates for these stations are available EA2540.upon request. Contact Gary Thompson(919-733-3836). EA2540. EA2540.In addition, the published North Carolina positions EA2540.(NAD 83 (1986)) are NOT consistent with those determined in EA2540.adjacent state readjustments. The discontinuity between stations EA2540.located in North Carolina and those in adjacent states EA2540.which have been adjusted to the HARN may be as much as 5 EA2540.decimeters. This will result in a significant loss of accuracy EA2540.over lines crossing such state borders. EA2540 EA2540 EA2540.The horizontal coordinates were established by classical geodetic methods EA2540.and adjusted by the National Geodetic Survey in July 1986. EA2540 EA2540.The orthometric height was scaled from a topographic map. EA2540 EA2540.The Laplace correction was computed from DEFLEC99 derived deflections. EA2540 EA2540.The geoid height was determined by GEOID03. EA2540 EA2540; North East Units Scale Factor Converg. EA2540;SPC NC - 64,817.341 727,869.581 MT 1.00000165 +0 44 30.3 EA2540;SPC NC - 212,654.89 2,388,018.78 sFT 1.00000165 +0 44 30.3 EA2540;UTM 18 - 3,801,795.428 250,221.686 MT 1.00036910 -1 31 54.3 EA2540 EA2540! - Elev Factor x Scale Factor = Combined Factor EA2540!SPC NC - 1.00000573 x 1.00000165 = 1.00000738 EA2540!UTM 18 - 1.00000573 x 1.00036910 = 1.00037483 EA2540 EA2540: Primary Azimuth Mark Grid Az EA2540:SPC NC - LONG POINT 2 040 23 20.2 EA2540:UTM 18 - LONG POINT 2 042 39 44.8 EA2540 EA2540|---------------------------------------------------------------------| EA2540| PID Reference Object Distance Geod. Az | EA2540| dddmmss.s | EA2540| EA2548 LONG POINT 2 APPROX. 1.4 KM 0410750.5 | EA2540|---------------------------------------------------------------------| EA2540 EA2540 SUPERSEDED SURVEY CONTROL EA2540 EA2540 NAD 27 - 34 19 37.98000(N) 077 42 54.51500(W) AD( ) 3 EA2540 EA2540.Superseded values are not recommended for survey control. EA2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2540.See file dsdata.txt to determine how the superseded data were derived. EA2540 EA2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5022201795(NAD 83) EA2540_MARKER: DS = TRIANGULATION STATION DISK EA2540_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE EA2540_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EA2540_MARK LOGO: CGS EA2540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA2540 EA2540 HISTORY - Date Condition Report By EA2540 HISTORY - 1914 MONUMENTED CGS EA2540 HISTORY - 1925 POOR NCGS EA2540 HISTORY - 1933 POOR CGS EA2540 HISTORY - 1965 MARK NOT FOUND CGS EA2540 EA2540 STATION DESCRIPTION EA2540 EA2540'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS) EA2540'STATION IS ON THE SECOND POINT SW OF LONG POINT, ON A HILL NEAR EA2540'THE RUINS OF AN OLD HOUSE. EA2540' EA2540'THE SURFACE MARK IS A STANDARD DISK SET IN CONCRETE AT THE EA2540'CENTER OF THE TOP OF A TILE. EA2540'UNDERGROUND MARK IS EMBEDDED IN EARTH 3 FEET BELOW THE SURFACE OF EA2540'THE GROUND. EA2540' EA2540'THE REFERENCE MARK IS A TILE FILLED WITH AND SET IN CEMENT NEAR EA2540'THE HIGH-WATER MARK, ABOUT 50 METERS (164 FEET) FROM THE EA2540'STATION. THERE ARE TWO LARGE BLAZED PINE TREES ABOUT 5 YARDS EA2540'FROM THE REFERENCE MARK. EA2540 EA2540 STATION RECOVERY (1925) EA2540 EA2540'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1925 EA2540'STATION RECOVERED AS DESCRIBED. CEMENT AND PIPE BROKEN UP AND EA2540'SCATTERED AROUND. THIS STATION LOCATED IN WOODS, AND WOULD EA2540'HAVE REQUIRED QUITE A LITTLE CUTTING FOR ME TO USE IT, SO I EA2540'DIDNT GO TO ANY TROUBLE TO LOCATE UNDERGROUND STATION. EA2540 EA2540 STATION RECOVERY (1933) EA2540 EA2540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JAB) EA2540'STATION AND REFERENCE MARKS WERE RECOVERED BUT ON BOTH MARKS EA2540'THE TILE CONTAINING THE DISK HAD BEEN BROKEN OFF FLUSH WITH EA2540'THE CONCRETE BLOCK IN WHICH IT WAS EMBEDDED. THE STATION IS EA2540'ON A HILL IN THE WOODS, ABOUT 50 METERS FROM THE SHORE LINE AND EA2540'IN THE MIDDLE OF A ROAD. RUINS OF AN OLD HOUSE MENTIONED IN EA2540'THE DESCRIPTION COULD NOT BE FOUND. EA2540 EA2540 STATION RECOVERY (1965) EA2540 EA2540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW) EA2540'LOST. THE DESCRIPTIONS NOT ADEQUATE FOR RECOVERY. A SEARCH EA2540'WAS MADE IN THE PLOTTED POSITION BUT NO TRACE OF THE STATION EA2540'OR REFERENCE MARK COULD BE FOUND. IT IS PROBABLY INTACT BUT EA2540'COVERED OVER BY VEGETATION AND DIRT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AI0875 *********************************************************************** AI0875 DESIGNATION - C 230 AZ MK AI0875 PID - AI0875 AI0875 STATE/COUNTY- NC/PENDER AI0875 USGS QUAD - HOLLY RIDGE (1997) AI0875 AI0875 *CURRENT SURVEY CONTROL AI0875 ___________________________________________________________________ AI0875* NAD 83(1986)- 34 25 14.42753(N) 077 33 11.78756(W) ADJUSTED AI0875* NAVD 88 - 2.43 (meters) 8.0 (feet) LEVELING AI0875 ___________________________________________________________________ AI0875 LAPLACE CORR- -2.03 (seconds) DEFLEC99 AI0875 GEOID HEIGHT- -37.40 (meters) GEOID03 AI0875 AI0875 HORZ ORDER - SECOND AI0875 VERT ORDER - THIRD ? AI0875 AI0875.The North Carolina HARNS have been completed but, AI0875.due to contractual restrictions, coordinates for these stations AI0875.will NOT be published in the near future. In the interim, the AI0875.published coordinates in North Carolina will not be AI0875.consistent with the Continuously Operating Reference Stations AI0875.(CORS). The HARN coordinates for these stations are available AI0875.upon request. Contact Gary Thompson(919-733-3836). AI0875. AI0875.In addition, the published North Carolina positions AI0875.(NAD 83 (1986)) are NOT consistent with those determined in AI0875.adjacent state readjustments. The discontinuity between stations AI0875.located in North Carolina and those in adjacent states AI0875.which have been adjusted to the HARN may be as much as 5 AI0875.decimeters. This will result in a significant loss of accuracy AI0875.over lines crossing such state borders. AI0875 AI0875 AI0875.The horizontal coordinates were established by classical geodetic methods AI0875.and adjusted by the National Geodetic Survey in July 1999. AI0875 AI0875.The orthometric height was determined by differential leveling. AI0875.The vertical network tie was performed by a horz. field party for horz. AI0875.obs reductions. Reset procedures were used to establish the elevation. AI0875 AI0875.The Laplace correction was computed from DEFLEC99 derived deflections. AI0875 AI0875.The geoid height was determined by GEOID03. AI0875 AI0875; North East Units Scale Factor Converg. AI0875;SPC NC - 75,369.100 742,586.431 MT 0.99997696 +0 50 06.0 AI0875;SPC NC - 247,273.46 2,436,302.32 sFT 0.99997696 +0 50 06.0 AI0875;UTM 18 - 3,811,757.671 265,351.073 MT 1.00027873 -1 26 38.2 AI0875 AI0875! - Elev Factor x Scale Factor = Combined Factor AI0875!SPC NC - 1.00000549 x 0.99997696 = 0.99998245 AI0875!UTM 18 - 1.00000549 x 1.00027873 = 1.00028422 AI0875 AI0875 SUPERSEDED SURVEY CONTROL AI0875 AI0875.No superseded survey control is available for this station. AI0875 AI0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6535111758(NAD 83) AI0875_MARKER: DZ = AZIMUTH MARK DISK AI0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI0875_STAMPING: C 230 1988 AI0875_MARK LOGO: NCGS AI0875_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AI0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI0875+STABILITY: SURFACE MOTION AI0875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI0875+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2005 AI0875 AI0875 HISTORY - Date Condition Report By AI0875 HISTORY - 1988 MONUMENTED NCGS AI0875 HISTORY - 20050320 GOOD USPSQD AI0875 AI0875 STATION DESCRIPTION AI0875 AI0875'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB) AI0875'STATION IS LOCATED IN SURF CITY. PROCEED ALONG NC 50 FOR 0.15 KM (0.10 AI0875'MI) SOUTHEAST FROM NC 210, IN SURF CITY, THENCE SOUTHWEST ALONG SR AI0875'1546 (SHORE DR.) FOR 1.05 KM (0.65 MI) TO THE STATION NEAR A POWER AI0875'POLE. MARK IS ABOUT LEVEL WITH ROAD AND RECESSED 4 INCHES BELOW AI0875'GROUND. LOCATED 7.07 M (23.20 FT) SOUTHEAST OF THE CENTERLINE OF SR AI0875'1546, 22.9 M (75.1 FT) SOUTHWEST OF A PEDESTAL, AND 0.67 M (2.20 FT) AI0875'NORTHWEST OF A POWER POLE WITH A REFERENCE TAG. AI0875 AI0875 STATION RECOVERY (2005) AI0875 AI0875'RECOVERY NOTE BY US POWER SQUADRON 2005 (PKH) AI0875'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0700 *********************************************************************** EA0700 DESIGNATION - CAMERA EA0700 PID - EA0700 EA0700 STATE/COUNTY- NC/PENDER EA0700 USGS QUAD - HAMPSTEAD (1970) EA0700 EA0700 *CURRENT SURVEY CONTROL EA0700 ___________________________________________________________________ EA0700* NAD 83(1986)- 34 22 03.82444(N) 077 37 38.49871(W) ADJUSTED EA0700* NAVD 88 - 1.566 (meters) 5.14 (feet) ADJUSTED EA0700 ___________________________________________________________________ EA0700 LAPLACE CORR- -3.35 (seconds) DEFLEC99 EA0700 GEOID HEIGHT- -37.34 (meters) GEOID03 EA0700 DYNAMIC HT - 1.564 (meters) 5.13 (feet) COMP EA0700 MODELED GRAV- 979,655.4 (mgal) NAVD 88 EA0700 EA0700 HORZ ORDER - SECOND EA0700 VERT ORDER - SECOND CLASS 0 EA0700 EA0700.The North Carolina HARNS have been completed but, EA0700.due to contractual restrictions, coordinates for these stations EA0700.will NOT be published in the near future. In the interim, the EA0700.published coordinates in North Carolina will not be EA0700.consistent with the Continuously Operating Reference Stations EA0700.(CORS). The HARN coordinates for these stations are available EA0700.upon request. Contact Gary Thompson(919-733-3836). EA0700. EA0700.In addition, the published North Carolina positions EA0700.(NAD 83 (1986)) are NOT consistent with those determined in EA0700.adjacent state readjustments. The discontinuity between stations EA0700.located in North Carolina and those in adjacent states EA0700.which have been adjusted to the HARN may be as much as 5 EA0700.decimeters. This will result in a significant loss of accuracy EA0700.over lines crossing such state borders. EA0700 EA0700 EA0700.The horizontal coordinates were established by classical geodetic methods EA0700.and adjusted by the National Geodetic Survey in July 1986. EA0700 EA0700.The orthometric height was determined by differential leveling EA0700.and adjusted by the National Geodetic Survey in June 1991. EA0700 EA0700.The Laplace correction was computed from DEFLEC99 derived deflections. EA0700 EA0700.The geoid height was determined by GEOID03. EA0700 EA0700.The dynamic height is computed by dividing the NAVD 88 EA0700.geopotential number by the normal gravity value computed on the EA0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0700.degrees latitude (g = 980.6199 gals.). EA0700 EA0700.The modeled gravity was interpolated from observed gravity values. EA0700 EA0700; North East Units Scale Factor Converg. EA0700;SPC NC - 69,399.853 735,857.947 MT 0.99999065 +0 47 32.1 EA0700;SPC NC - 227,689.35 2,414,227.28 sFT 0.99999065 +0 47 32.1 EA0700;UTM 18 - 3,806,058.733 258,388.491 MT 1.00031962 -1 29 01.9 EA0700 EA0700! - Elev Factor x Scale Factor = Combined Factor EA0700!SPC NC - 1.00000562 x 0.99999065 = 0.99999627 EA0700!UTM 18 - 1.00000562 x 1.00031962 = 1.00032524 EA0700 EA0700 SUPERSEDED SURVEY CONTROL EA0700 EA0700 NAD 27 - 34 22 03.21700(N) 077 37 39.59400(W) AD( ) 2 EA0700 NGVD 29 (??/??/92) 1.869 (m) 6.13 (f) ADJ UNCH 2 0 EA0700 EA0700.Superseded values are not recommended for survey control. EA0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0700.See file dsdata.txt to determine how the superseded data were derived. EA0700 EA0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5838806059(NAD 83) EA0700_MARKER: DE = TRAVERSE STATION DISK EA0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA0700_STAMPING: CAMERA 1947 EA0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0700+STABILITY: SURFACE MOTION EA0700 EA0700 HISTORY - Date Condition Report By EA0700 HISTORY - 1947 MONUMENTED CGS EA0700 HISTORY - 1947 GOOD CGS EA0700 HISTORY - 19840101 MARK NOT FOUND NCGS EA0700 EA0700 STATION DESCRIPTION EA0700 EA0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CRR) EA0700'THIS IS A TRAVERSE STATION. EA0700' EA0700'THE STATION IS LOCATED ON THE SOUTHEAST END OF TOPSAIL ISLAND EA0700'ABOUT 6 MILES SOUTHWEST OF SEARS LANDING. IT IS 50 FEET NORTH EA0700'OF A T-ROAD INTERSECTION AND 6 FEET SOUTHWEST OF A TELEPHONE EA0700'POLE. THE MARK IS FLUSH WITH THE GROUND AND THE DISK (A STANDARD EA0700'TRIANGULATION DISK) IS STAMPED CAMERA 1947. EA0700' EA0700'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ZERO EA0700'AND THE DISTANCE WAS FOUND TO BE 242.634 METERS. EA0700' EA0700'TO REACH THE STATION FROM THE BRIDGE AT SEARS LANDING, GO EA0700'SOUTHEAST TOWARD THE OCEAN FOR 0.5 MILE. TURN RIGHT AND GO 6.25 EA0700'MILES TO A T-ROAD INTERSECTION AND THE STATION AS DESCRIBED. EA0700' EA0700'AN ELEVATION HAS BEEN DETERMINED. EA0700' EA0700'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION RANGE EA0700'ONE AND THE DISTANCE WAS FOUND TO BE 175.447 METERS. EA0700 EA0700 STATION RECOVERY (1947) EA0700 EA0700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 EA0700'11.4 MI SW FROM HOLLYRIDGE. EA0700'5.25 MILES SOUTH ALONG THE SEARS LANDING ROAD FROM THE RAILROAD EA0700'STATION AT HOLLYRIDGE, THENCE 6.15 MILES SOUTHWEST ALONG THE SAND EA0700'SPIT ROAD, ON THE SAND SPIT BETWEEN NEW TOPSAIL INLET AND NEW EA0700'RIVER INLET, 0.15 MILE NORTHEAST OF THE CONCRETE U.S. NAVY TEST EA0700'RANGE CONTROL TOWER, 24.0 FEET NORTHWEST OF THE CENTERLINE OF THE EA0700'SAND SPIT ROAD, 49.0 FEET NORTHEAST OF THE CENTERLINE OF A ROAD EA0700'LEADING NORTHWEST TO WAREHOUSES AND FRAME RANGE TOWER, 5.6 FEET EA0700'SOUTHWEST OF POWER POLE, 1.5 FOOT NORTHEAST OF A WHITE PAINTED EA0700'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 EA0700'FOOT ABOVE THE GROUND. EA0700 EA0700 STATION RECOVERY (1984) EA0700 EA0700'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) EA0700'MARK NOT FOUND, PROBABLY LOST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0853 *********************************************************************** EA0853 DESIGNATION - CAPE EA0853 PID - EA0853 EA0853 STATE/COUNTY- NC/PENDER EA0853 USGS QUAD - CASTLE HAYNE (1980) EA0853 EA0853 *CURRENT SURVEY CONTROL EA0853 ___________________________________________________________________ EA0853* NAD 83(1986)- 34 21 55.02436(N) 077 53 50.40399(W) ADJUSTED EA0853* NAVD 88 - 9.903 (meters) 32.49 (feet) ADJUSTED EA0853 ___________________________________________________________________ EA0853 LAPLACE CORR- -5.14 (seconds) DEFLEC99 EA0853 GEOID HEIGHT- -36.55 (meters) GEOID03 EA0853 DYNAMIC HT - 9.894 (meters) 32.46 (feet) COMP EA0853 MODELED GRAV- 979,676.0 (mgal) NAVD 88 EA0853 EA0853 HORZ ORDER - SECOND EA0853 VERT ORDER - SECOND CLASS II EA0853 EA0853.The North Carolina HARNS have been completed but, EA0853.due to contractual restrictions, coordinates for these stations EA0853.will NOT be published in the near future. In the interim, the EA0853.published coordinates in North Carolina will not be EA0853.consistent with the Continuously Operating Reference Stations EA0853.(CORS). The HARN coordinates for these stations are available EA0853.upon request. Contact Gary Thompson(919-733-3836). EA0853. EA0853.In addition, the published North Carolina positions EA0853.(NAD 83 (1986)) are NOT consistent with those determined in EA0853.adjacent state readjustments. The discontinuity between stations EA0853.located in North Carolina and those in adjacent states EA0853.which have been adjusted to the HARN may be as much as 5 EA0853.decimeters. This will result in a significant loss of accuracy EA0853.over lines crossing such state borders. EA0853 EA0853 EA0853.The horizontal coordinates were established by classical geodetic methods EA0853.and adjusted by the National Geodetic Survey in July 1986. EA0853 EA0853.The orthometric height was determined by differential leveling EA0853.and adjusted by the National Geodetic Survey in June 1991. EA0853 EA0853.The Laplace correction was computed from DEFLEC99 derived deflections. EA0853 EA0853.The geoid height was determined by GEOID03. EA0853 EA0853.The dynamic height is computed by dividing the NAVD 88 EA0853.geopotential number by the normal gravity value computed on the EA0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0853.degrees latitude (g = 980.6199 gals.). EA0853 EA0853.The modeled gravity was interpolated from observed gravity values. EA0853 EA0853; North East Units Scale Factor Converg. EA0853;SPC NC - 68,819.109 711,029.656 MT 0.99999130 +0 38 11.1 EA0853;SPC NC - 225,784.03 2,332,769.80 sFT 0.99999130 +0 38 11.1 EA0853;UTM 18 - 3,806,463.963 233,546.651 MT 1.00047523 -1 38 11.1 EA0853 EA0853! - Elev Factor x Scale Factor = Combined Factor EA0853!SPC NC - 1.00000418 x 0.99999130 = 0.99999548 EA0853!UTM 18 - 1.00000418 x 1.00047523 = 1.00047941 EA0853 EA0853: Primary Azimuth Mark Grid Az EA0853:SPC NC - HAYNES 195 03 45.4 EA0853:UTM 18 - HAYNES 197 20 07.6 EA0853 EA0853|---------------------------------------------------------------------| EA0853| PID Reference Object Distance Geod. Az | EA0853| dddmmss.s | EA0853| EA0854 FEAR APPROX. 0.5 KM 0123630.4 | EA0853| EA0851 HAYNES APPROX. 0.7 KM 1954156.5 | EA0853|---------------------------------------------------------------------| EA0853 EA0853 SUPERSEDED SURVEY CONTROL EA0853 EA0853 NAD 27 - 34 21 54.41753(N) 077 53 51.45624(W) AD( ) 2 EA0853 NGVD 29 (??/??/92) 10.197 (m) 33.45 (f) ADJ UNCH 2 2 EA0853 EA0853.Superseded values are not recommended for survey control. EA0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0853.See file dsdata.txt to determine how the superseded data were derived. EA0853 EA0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3354706464(NAD 83) EA0853_MARKER: DD = SURVEY DISK EA0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0853_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0853_STAMPING: CAPE 1968 EA0853 EA0853 HISTORY - Date Condition Report By EA0853 HISTORY - 1968 MONUMENTED NCGS EA0853 HISTORY - 1975 GOOD NCGS EA0853 HISTORY - 1983 GOOD USPSQD EA0853 EA0853 STATION DESCRIPTION EA0853 EA0853'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0853'CAPE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA0853'THE VICINITY OF WILMINGTON, NORTH CAROLINA. EA0853' EA0853'CAPE IS LOCATED APPROXIMATELY 9.5 MILES NNE OF THE CENTER OF EA0853'WILMINGTON. STATION IS AT THE NORTHEAST END OF U.S. 117 BRIDGE EA0853'OVER CAPE FEAR RIVER, IN U FORMED BY BRIDGE ABUTMENT AND EA0853'CONCRETE CURB. EA0853' EA0853'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EA0853'CAPE 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA0853'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EA0853' EA0853'MARK IS EA0853' EA0853'19.4 FT ESE OF C/L OF U.S. 117 AN N END OF BRIDGE EA0853'OVER CAPE FEAR RIVER EA0853' EA0853'4.2 FT E OF W SIDE OF CURB EA0853' EA0853'4.5 FT NE OF NE END OF CONCRETE BRIDGE GUARD RAIL EA0853' EA0853'19.5 FT SW OF 4X4 POST WITH CAUTION REFLECTOR, AND WITH EA0853'ALUMINUM REF. TAG EA0853' EA0853'12.0 FT SW OF C/L OF DRAIN AT EAST SIDE OF HIGHWAY EA0853 EA0853 STATION RECOVERY (1975) EA0853 EA0853'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0853'0.8 MI N FROM CASTLE HAYNE. EA0853'STATION IS LOCATED AT THE NORTHEAST END OF US 117 BRIDGE OVER EA0853'NORTHEAST CAPE FEAR RIVER AT NEW HANOVER - PENDER COUNTY LINE, IN U EA0853'FORMED BY BRIDGE ABUTMENT AND CONCRETE CURB. 19.4 FT. ESE OF C/L OF EA0853'US 117 AT N END OF BRIDGE OVER NORTHEAST CAPE FEAR RIVER, 4.2 FT. E OF EA0853'W SIDE OF CURB, 4.5 FT. NE OF N END OF CONCRETE BRIDGE GUARD RAIL, AND EA0853'12.0 FT. SW OF C/L OF DRAIN AT EAST SIDE OF HIGHWAY. DISK IS SET IN EA0853'CONCRETE CYLINDER, FLUSH WITH THE GROUND. EA0853 EA0853 STATION RECOVERY (1983) EA0853 EA0853'RECOVERY NOTE BY US POWER SQUADRON 1983 (WRG) EA0853'CAPE 1968 RECOVERED GOOD. EA0853' EA0853'DESCRIPTION IS ADEQUATE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0930 *********************************************************************** EA0930 DESIGNATION - CASTEEN EA0930 PID - EA0930 EA0930 STATE/COUNTY- NC/PENDER EA0930 USGS QUAD - WALLACE EAST (1981) EA0930 EA0930 *CURRENT SURVEY CONTROL EA0930 ___________________________________________________________________ EA0930* NAD 83(1986)- 34 42 25.52842(N) 077 57 55.13971(W) ADJUSTED EA0930* NAVD 88 - 17.152 (meters) 56.27 (feet) ADJUSTED EA0930 ___________________________________________________________________ EA0930 LAPLACE CORR- -3.94 (seconds) DEFLEC99 EA0930 GEOID HEIGHT- -36.21 (meters) GEOID03 EA0930 DYNAMIC HT - 17.135 (meters) 56.22 (feet) COMP EA0930 MODELED GRAV- 979,680.5 (mgal) NAVD 88 EA0930 EA0930 HORZ ORDER - SECOND EA0930 VERT ORDER - SECOND CLASS II EA0930 EA0930.The North Carolina HARNS have been completed but, EA0930.due to contractual restrictions, coordinates for these stations EA0930.will NOT be published in the near future. In the interim, the EA0930.published coordinates in North Carolina will not be EA0930.consistent with the Continuously Operating Reference Stations EA0930.(CORS). The HARN coordinates for these stations are available EA0930.upon request. Contact Gary Thompson(919-733-3836). EA0930. EA0930.In addition, the published North Carolina positions EA0930.(NAD 83 (1986)) are NOT consistent with those determined in EA0930.adjacent state readjustments. The discontinuity between stations EA0930.located in North Carolina and those in adjacent states EA0930.which have been adjusted to the HARN may be as much as 5 EA0930.decimeters. This will result in a significant loss of accuracy EA0930.over lines crossing such state borders. EA0930 EA0930 EA0930.The horizontal coordinates were established by classical geodetic methods EA0930.and adjusted by the National Geodetic Survey in July 1986. EA0930 EA0930.The orthometric height was determined by differential leveling EA0930.and adjusted by the National Geodetic Survey in June 1991. EA0930 EA0930.The Laplace correction was computed from DEFLEC99 derived deflections. EA0930 EA0930.The geoid height was determined by GEOID03. EA0930 EA0930.The dynamic height is computed by dividing the NAVD 88 EA0930.geopotential number by the normal gravity value computed on the EA0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0930.degrees latitude (g = 980.6199 gals.). EA0930 EA0930.The modeled gravity was interpolated from observed gravity values. EA0930 EA0930; North East Units Scale Factor Converg. EA0930;SPC NC - 106,665.226 704,381.386 MT 0.99991747 +0 35 49.9 EA0930;SPC NC - 349,950.83 2,310,957.93 sFT 0.99991747 +0 35 49.9 EA0930;UTM 18 - 3,844,565.171 228,406.283 MT 1.00050926 -1 41 21.9 EA0930;UTM 17 - 3,844,754.818 777,949.113 MT 1.00055232 +1 43 44.4 EA0930 EA0930! - Elev Factor x Scale Factor = Combined Factor EA0930!SPC NC - 1.00000299 x 0.99991747 = 0.99992046 EA0930!UTM 18 - 1.00000299 x 1.00050926 = 1.00051225 EA0930!UTM 17 - 1.00000299 x 1.00055232 = 1.00055531 EA0930 EA0930: Primary Azimuth Mark Grid Az EA0930:SPC NC - SHAM 153 18 58.9 EA0930:UTM 18 - SHAM 155 36 10.7 EA0930:UTM 17 - SHAM 152 11 04.4 EA0930 EA0930|---------------------------------------------------------------------| EA0930| PID Reference Object Distance Geod. Az | EA0930| dddmmss.s | EA0930| EA0929 SHAM APPROX. 0.5 KM 1535448.8 | EA0930| EA0931 NEWS 382.990 METERS 30636 | EA0930|---------------------------------------------------------------------| EA0930 EA0930 SUPERSEDED SURVEY CONTROL EA0930 EA0930 NAD 27 - 34 42 24.92436(N) 077 57 56.19583(W) AD( ) 2 EA0930 NGVD 29 (??/??/92) 17.436 (m) 57.20 (f) ADJ UNCH 2 2 EA0930 EA0930.Superseded values are not recommended for survey control. EA0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0930.See file dsdata.txt to determine how the superseded data were derived. EA0930 EA0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD2840644565(NAD 83) EA0930_MARKER: DD = SURVEY DISK EA0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0930_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0930_STAMPING: CASTEEN 1968 EA0930 EA0930 HISTORY - Date Condition Report By EA0930 HISTORY - 1968 MONUMENTED NCGS EA0930 HISTORY - 1973 GOOD NCGS EA0930 HISTORY - 1975 GOOD NCGS EA0930 EA0930 STATION DESCRIPTION EA0930 EA0930'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0930'CASTEEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA0930'IN THE VICINITY OF WALLACE, NORTH CAROLINA. EA0930' EA0930'CASTEEN IS LOCATED APPROXIMATELY 2.6 MILES SOUTHEAST OF THE EA0930'CENTER OF WALLACE. TO REACH STATION PROCEED FROM THE EA0930'PENDER-DUPLIN COUNTY LINE, GO SOUTH ON U.S. 117 FOR 1.0 MILE EA0930'TO STATION. WHICH IS IN THE FRONT YARD OF ONE STORY FRAME EA0930'HOUSE WITH SCATTERED OAK TREES, IN CURVE OF U.S. 117, 1.35 MILE EA0930'NORTH OF INTERSECTION OF SR 1001 WITH U.S. 117 AND 0.1 MILE EA0930'SOUTH OF INTERSECTION OF SR 1501. EA0930' EA0930'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0930'CASTEEN 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EA0930'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EA0930' EA0930'MARK IS EA0930' EA0930'36.1 FT ENE OF C/L OF U.S. 117 EA0930' EA0930'38.8 FT NW OF 24 INCH OAK TREE ON E SIDE OF U.S. 117, AND EA0930'WITH ALUMINUM REF. TAG EA0930' EA0930'89.8 FT WSW OF NW CORNER OF OLD ONE STORY FRAME HOUSE EA0930' EA0930'70.2 FT SW OF 24 INCH OAK TREE ON E SIDE OF U.S. 117, AND EA0930'WITH ALUMINUM REF. TAG EA0930' EA0930'57.5 FT S OF 24 INCH OAK TREE IN NW CORNER OF YARD ON E SIDE EA0930'OF U.S. 117, AND WITH ALUMINUM REF. TAG EA0930' EA0930'82.6 FT NW OF PP 1018 ON E SIDE OF U.S. 117, AND WITH EA0930'ALUMINUM REF. TAG EA0930 EA0930 STATION RECOVERY (1973) EA0930 EA0930'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EA0930'STATION RECOVERED AS DESCRIBED, EXCEPT REFERENCE SHOULD BE EA0930'38.0 FT AND NOT 38.8 FT NW OF A 24 IN OAK ON E SIDE OF U.S. 117. EA0930 EA0930 STATION RECOVERY (1975) EA0930 EA0930'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0930'1.4 MI NE FROM WILLARD. EA0930'CASTEEN IS LOCATED APPROXIMATELY 2.6 MILES SOUTHEAST OF THE CENTER OF EA0930'WALLACE. TO REACH STATION FROM THE BRIDGE OVER ROCK FISH CREEK AT THE EA0930'DUPLIN - PENDER COUNTY LINE, PROCEED SOUTH ON US 117 FOR 1.0 MILE TO EA0930'STATION ON LEFT IN THE FRONT YARD OF A ONE STORY FRAME HOUSE WITH EA0930'SCATTERED OAK TREES, AND 0.1 MILE SOUTH OF INTERSECTION WITH SR 1501. EA0930'36.1 FT. ENE OF C/L OF US 117, 89.8 FT. WSW OF NW CORNER OF OLD ONE EA0930'STORY FRAME HOUSE, 57.5 FT. S OF 24 INCH OAK WITH ALUMINUM REF. TAG IN EA0930'NW CORNER OF YARD, 38.8 FT. NW OF 24 INCH OAK WITH ALUMINUM REF. TAG, EA0930'70.2 FT. SW OF 24 INCH OAK WITH ALUMINUM REF. TAG, AND 82.6 FT. NW OF EA0930'PP NO. 1018 WITH ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER, EA0930'1 INCH BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0865 *********************************************************************** EA0865 DESIGNATION - CEDAR EA0865 PID - EA0865 EA0865 STATE/COUNTY- NC/PENDER EA0865 USGS QUAD - ROCKY POINT (1988) EA0865 EA0865 *CURRENT SURVEY CONTROL EA0865 ___________________________________________________________________ EA0865* NAD 83(1986)- 34 27 50.69000(N) 077 53 07.12622(W) ADJUSTED EA0865* NAVD 88 - 13.389 (meters) 43.93 (feet) ADJUSTED EA0865 ___________________________________________________________________ EA0865 LAPLACE CORR- -4.33 (seconds) DEFLEC99 EA0865 GEOID HEIGHT- -36.51 (meters) GEOID03 EA0865 DYNAMIC HT - 13.376 (meters) 43.88 (feet) COMP EA0865 MODELED GRAV- 979,679.8 (mgal) NAVD 88 EA0865 EA0865 HORZ ORDER - SECOND EA0865 VERT ORDER - SECOND CLASS II EA0865 EA0865.The North Carolina HARNS have been completed but, EA0865.due to contractual restrictions, coordinates for these stations EA0865.will NOT be published in the near future. In the interim, the EA0865.published coordinates in North Carolina will not be EA0865.consistent with the Continuously Operating Reference Stations EA0865.(CORS). The HARN coordinates for these stations are available EA0865.upon request. Contact Gary Thompson(919-733-3836). EA0865. EA0865.In addition, the published North Carolina positions EA0865.(NAD 83 (1986)) are NOT consistent with those determined in EA0865.adjacent state readjustments. The discontinuity between stations EA0865.located in North Carolina and those in adjacent states EA0865.which have been adjusted to the HARN may be as much as 5 EA0865.decimeters. This will result in a significant loss of accuracy EA0865.over lines crossing such state borders. EA0865 EA0865 EA0865.The horizontal coordinates were established by classical geodetic methods EA0865.and adjusted by the National Geodetic Survey in July 1986. EA0865 EA0865.The orthometric height was determined by differential leveling EA0865.and adjusted by the National Geodetic Survey in June 1991. EA0865 EA0865.The Laplace correction was computed from DEFLEC99 derived deflections. EA0865 EA0865.The geoid height was determined by GEOID03. EA0865 EA0865.The dynamic height is computed by dividing the NAVD 88 EA0865.geopotential number by the normal gravity value computed on the EA0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0865.degrees latitude (g = 980.6199 gals.). EA0865 EA0865.The modeled gravity was interpolated from observed gravity values. EA0865 EA0865; North East Units Scale Factor Converg. EA0865;SPC NC - 79,789.964 712,012.358 MT 0.99996635 +0 38 36.1 EA0865;SPC NC - 261,777.57 2,335,993.88 sFT 0.99996635 +0 38 36.1 EA0865;UTM 18 - 3,817,392.538 234,964.765 MT 1.00046592 -1 38 01.4 EA0865 EA0865! - Elev Factor x Scale Factor = Combined Factor EA0865!SPC NC - 1.00000363 x 0.99996635 = 0.99996998 EA0865!UTM 18 - 1.00000363 x 1.00046592 = 1.00046955 EA0865 EA0865: Primary Azimuth Mark Grid Az EA0865:SPC NC - PINE 171 49 26.1 EA0865:UTM 18 - PINE 174 06 03.6 EA0865 EA0865|---------------------------------------------------------------------| EA0865| PID Reference Object Distance Geod. Az | EA0865| dddmmss.s | EA0865| EA0864 PINE APPROX. 1.4 KM 1722802.2 | EA0865| EA0866 SIDBURY 333.084 METERS 33429 | EA0865|---------------------------------------------------------------------| EA0865 EA0865 SUPERSEDED SURVEY CONTROL EA0865 EA0865 NAD 27 - 34 27 50.08856(N) 077 53 08.16883(W) AD( ) 2 EA0865 NGVD 29 (??/??/92) 13.681 (m) 44.89 (f) ADJ UNCH 2 2 EA0865 EA0865.Superseded values are not recommended for survey control. EA0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0865.See file dsdata.txt to determine how the superseded data were derived. EA0865 EA0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3496517393(NAD 83) EA0865_MARKER: DD = SURVEY DISK EA0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0865_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0865_STAMPING: CEDAR 1968 EA0865_MARK LOGO: NCGS EA0865_MAGNETIC: O = OTHER; SEE DESCRIPTION EA0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0865+STABILITY: SURFACE MOTION EA0865 EA0865 HISTORY - Date Condition Report By EA0865 HISTORY - 1968 MONUMENTED NCGS EA0865 HISTORY - 1968 GOOD CGS EA0865 HISTORY - 1975 GOOD NCGS EA0865 HISTORY - 19941102 SEE DESCRIPTION NCGS EA0865 EA0865 STATION DESCRIPTION EA0865 EA0865'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0865'CEDAR IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EA0865'VICINITY OF BURGAW, NORTH CAROLINA. EA0865' EA0865'CEDAR IS LOCATED APPROXIMATELY 6.5 MILES SOUTHEAST OF THE CENTER EA0865'BURGAW. TO REACH STATION PROCEED FROM THE INTERSECTION OF NC 210 EA0865'WITH U.S. 117, GO NORTH ON U.S. 117 FOR 1.65 MILES TO EA0865'STATION. WHICH IS ON THE EAST SHOLDER OF CURVE, ACROSS HIGHWAY EA0865'FROM PP 553 AND 1.1 MILE SOUTH OF INTERSECTION OF SR 1411 WITH U.S. EA0865'117. EA0865' EA0865'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EA0865'CEDAR 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA0865'WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND. EA0865' EA0865'MARK IS EA0865' EA0865'22.5 FT E OF C/L OF U.S. 117 EA0865' EA0865'88.0 FT ESE OF PP 553 ON W SIDE OF U.S. 117, AND WITH EA0865'ALUMINUM REF. TAG EA0865' EA0865'93.1 FT ENE OF 5 IN OAK WITH ALUMINUM REF. TAG ON W SIDE OF EA0865'U.S. 117 EA0865' EA0865'117.4 FT NW OF UTILITY POLE BETWEEN TRAILER AND A ONE STORY EA0865'WHITE FRAME HOUSE, AND WITH ALUMINUM REF. TAG EA0865' EA0865'92.8 FT NNW OF 8 INCH PINE WITH ALUMINUM REF. TAG, WHICH IS EA0865'NORTHERMOST OF A SMALL GROUP OF PINES EA0865 EA0865 STATION RECOVERY (1968) EA0865 EA0865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WHS) EA0865'RECOVERED IN GOOD CONDITION. THE DESCRIPTION BY THE NORTH EA0865'CAROLINA GEODETIC SURVEY IS ADEQUATE. EA0865 EA0865 STATION RECOVERY (1975) EA0865 EA0865'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0865'1.9 MI N FROM ROCKY POINT. EA0865'CEDAR IS LOCATED APPROXIMATELY 6.5 MILES SSE OF BURGAW. TO REACH EA0865'STATION FROM THE INTERSECTION OF US 117 WITH NC 210 CROSSROADS IN EA0865'ROCKY POINT, PROCEED NORTH ON US 117 FOR 1.65 MILES TO STATION ON THE EA0865'RIGHT IN THE EAST SHOULDER OF CURVE, AND 1.05 MILE SOUTH OF EA0865'INTERSECTION OF SR 1411 WITH US 117. 22.5 FT. E OF C/L OF US 117, EA0865'88.0 FT. ESE OF PP NO. 553 WITH ALUMINUM REF. TAG ON W SIDE OF US 117, EA0865'93.1 FT. ENE OF 5 INCH OAK WITH ALUMINUM REF. TAG ON W SIDE OF US 117, EA0865'AND 92.8 FT. NNW OF 8 INCH PINE WITH ALUMINUM REF. TAG (NORTHERNMOST EA0865'OF A SMALL GROUP OF PINES). DISK IS SET IN CONCRETE CYLINDER, 5 EA0865'INCHES BELOW THE GROUND. EA0865 EA0865 STATION RECOVERY (1994) EA0865 EA0865'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (JGG) EA0865'MARK WAS SEARCHED FOR BUT NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0708 *********************************************************************** EA0708 DESIGNATION - CENTRAL EA0708 PID - EA0708 EA0708 STATE/COUNTY- NC/PENDER EA0708 USGS QUAD - HOLLY RIDGE (1997) EA0708 EA0708 *CURRENT SURVEY CONTROL EA0708 ___________________________________________________________________ EA0708* NAD 83(1986)- 34 25 34.55432(N) 077 32 42.75588(W) ADJUSTED EA0708* NAVD 88 - 1.769 (meters) 5.80 (feet) ADJUSTED EA0708 ___________________________________________________________________ EA0708 LAPLACE CORR- -1.87 (seconds) DEFLEC99 EA0708 GEOID HEIGHT- -37.40 (meters) GEOID03 EA0708 DYNAMIC HT - 1.767 (meters) 5.80 (feet) COMP EA0708 MODELED GRAV- 979,653.1 (mgal) NAVD 88 EA0708 EA0708 HORZ ORDER - SECOND EA0708 VERT ORDER - SECOND CLASS 0 EA0708 EA0708.The North Carolina HARNS have been completed but, EA0708.due to contractual restrictions, coordinates for these stations EA0708.will NOT be published in the near future. In the interim, the EA0708.published coordinates in North Carolina will not be EA0708.consistent with the Continuously Operating Reference Stations EA0708.(CORS). The HARN coordinates for these stations are available EA0708.upon request. Contact Gary Thompson(919-733-3836). EA0708. EA0708.In addition, the published North Carolina positions EA0708.(NAD 83 (1986)) are NOT consistent with those determined in EA0708.adjacent state readjustments. The discontinuity between stations EA0708.located in North Carolina and those in adjacent states EA0708.which have been adjusted to the HARN may be as much as 5 EA0708.decimeters. This will result in a significant loss of accuracy EA0708.over lines crossing such state borders. EA0708 EA0708 EA0708.The horizontal coordinates were established by classical geodetic methods EA0708.and adjusted by the National Geodetic Survey in July 1986. EA0708 EA0708.The orthometric height was determined by differential leveling EA0708.and adjusted by the National Geodetic Survey in June 1991. EA0708 EA0708.The Laplace correction was computed from DEFLEC99 derived deflections. EA0708 EA0708.The geoid height was determined by GEOID03. EA0708 EA0708.The dynamic height is computed by dividing the NAVD 88 EA0708.geopotential number by the normal gravity value computed on the EA0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0708.degrees latitude (g = 980.6199 gals.). EA0708 EA0708.The modeled gravity was interpolated from observed gravity values. EA0708 EA0708; North East Units Scale Factor Converg. EA0708;SPC NC - 76,000.037 743,318.578 MT 0.99997556 +0 50 22.8 EA0708;SPC NC - 249,343.45 2,438,704.37 sFT 0.99997556 +0 50 22.8 EA0708;UTM 18 - 3,812,359.174 266,107.958 MT 1.00027436 -1 26 22.5 EA0708 EA0708! - Elev Factor x Scale Factor = Combined Factor EA0708!SPC NC - 1.00000559 x 0.99997556 = 0.99998115 EA0708!UTM 18 - 1.00000559 x 1.00027436 = 1.00027995 EA0708 EA0708 SUPERSEDED SURVEY CONTROL EA0708 EA0708 NAD 27 - 34 25 33.95100(N) 077 32 43.86500(W) AD( ) 2 EA0708 NGVD 29 (??/??/92) 2.073 (m) 6.80 (f) ADJ UNCH 2 0 EA0708 EA0708.Superseded values are not recommended for survey control. EA0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0708.See file dsdata.txt to determine how the superseded data were derived. EA0708 EA0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6610812359(NAD 83) EA0708_MARKER: DE = TRAVERSE STATION DISK EA0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA0708_STAMPING: CENTRAL 1947 EA0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0708+STABILITY: SURFACE MOTION EA0708 EA0708 HISTORY - Date Condition Report By EA0708 HISTORY - 1947 MONUMENTED CGS EA0708 HISTORY - 1947 GOOD CGS EA0708 HISTORY - 1962 MARK NOT FOUND CGS EA0708 HISTORY - 1964 MARK NOT FOUND CGS EA0708 HISTORY - 19840101 MARK NOT FOUND NCGS EA0708 EA0708 STATION DESCRIPTION EA0708 EA0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CRR) EA0708'THIS IS A TRAVERSE STATION. EA0708' EA0708'THE STATION IS LOCATED NEAR THE MIDDLE OF TOPSAIL ISLAND ON EA0708'THE SEAWARD SIDE OF A WOODEN RANGE TOWER. IT IS 95 FEET EAST OF EA0708'A T-ROAD INTERSECTION, 12 FEET EAST OF THE SOUTH LEG OF THE EA0708'RANGE TOWER AND 12 FEET SOUTH OF THE EAST LEG OF THE RANGE EA0708'TOWER. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS EA0708'STAMPED CENTRAL 1947. EA0708' EA0708'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION TOWER EA0708'FIVE AND THE DISTANCE WAS FOUND TO BE 599.770 METERS. EA0708' EA0708'TO REACH THE STATION FROM SEARS LANDING, GO 0.5 MILE SOUTHEAST EA0708'TOWARD THE OCEAN TO A T-ROAD INTERSECTION AND THE WOODEN RANGE EA0708'TOWER JUST ACROSS THE ROAD AND THE STATION AS DESCRIBED. EA0708' EA0708'AN ELEVATION HAS BEEN DETERMINED. EA0708 EA0708 STATION RECOVERY (1947) EA0708 EA0708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 EA0708'5.2 MI S FROM HOLLYRIDGE. EA0708'5.25 MILES SOUTH ALONG THE SEARS LANDING ROAD FROM THE RAILROAD EA0708'STATION AT HOLLYRIDGE, ON THE SAND SPIT BETWEEN NEW TOPSAIL INLET EA0708'AND NEW RIVER INLET, AT THE JUNCTION OF THE SAND SPIT ROAD AND EA0708'THE SEARS LANDING ROAD, 90.5 FEET SOUTHEAST OF THE CENTERLINE OF EA0708'THE SAND SPIT ROAD MEASURED FROM A POINT 38.0 FEET NORTHEAST OF THE EA0708'CENTER OF THE ROAD JUNCTION, 10.6 FEET EAST OF THE SOUTH LEG OF EA0708'FRAME RANGE TOWER, 10.3 FEET SOUTH OF THE EAST LEG OF THE RANGE EA0708'TOWER, 2.0 FEET SOUTHWEST OF A WHITE REFERENCE POST, SET IN THE TOP EA0708'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. EA0708 EA0708 STATION RECOVERY (1962) EA0708 EA0708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB) EA0708'THIS TRAVERSE STATION WAS NOT RECOVERED AND HAS PROBABLY BEEN EA0708'DESTROYED BY WORK IN THE AREA. THE RANGE TOWER HAS BEEN EA0708'REMOVED. THE FORMER LOCATION OF THE MARK AND TOWER WAS IN THE EA0708'EAST ANGLE OF ROADS WHERE STATE HIGHWAY 250 TURNS RIGHT AT SURF EA0708'CITY. IT WAS TO THE SOUTHEAST OF A STREET RUNNING NORTHEAST EA0708'AND SOUTHWEST AND TO THE NORTHEAST OF A STREET LEADING TO THE EA0708'BEACH. EA0708 EA0708 STATION RECOVERY (1964) EA0708 EA0708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA0708'STATION LOST. AN ASPHALT PARKING LOT HAS BEEN BUILT AT THE EA0708'STATION LOCATION AND THE RANGE TOWER MENTIONED IS NO LONGER EA0708'STANDING. EA0708 EA0708 STATION RECOVERY (1984) EA0708 EA0708'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) EA0708'MARK NOT FOUND, PROBABLY LOST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1541 *********************************************************************** EA1541 DESIGNATION - CHAPEL EA1541 PID - EA1541 EA1541 STATE/COUNTY- NC/PENDER EA1541 USGS QUAD - SCOTTS HILL (1970) EA1541 EA1541 *CURRENT SURVEY CONTROL EA1541 ___________________________________________________________________ EA1541* NAD 83(1986)- 34 19 18.88235(N) 077 45 54.26025(W) ADJUSTED EA1541* NAVD 88 - 12.5 (meters) 41. (feet) VERTCON EA1541 ___________________________________________________________________ EA1541 LAPLACE CORR- -4.19 (seconds) DEFLEC99 EA1541 GEOID HEIGHT- -37.09 (meters) GEOID03 EA1541 EA1541 HORZ ORDER - SECOND EA1541 EA1541.The North Carolina HARNS have been completed but, EA1541.due to contractual restrictions, coordinates for these stations EA1541.will NOT be published in the near future. In the interim, the EA1541.published coordinates in North Carolina will not be EA1541.consistent with the Continuously Operating Reference Stations EA1541.(CORS). The HARN coordinates for these stations are available EA1541.upon request. Contact Gary Thompson(919-733-3836). EA1541. EA1541.In addition, the published North Carolina positions EA1541.(NAD 83 (1986)) are NOT consistent with those determined in EA1541.adjacent state readjustments. The discontinuity between stations EA1541.located in North Carolina and those in adjacent states EA1541.which have been adjusted to the HARN may be as much as 5 EA1541.decimeters. This will result in a significant loss of accuracy EA1541.over lines crossing such state borders. EA1541 EA1541 EA1541.The horizontal coordinates were established by classical geodetic methods EA1541.and adjusted by the National Geodetic Survey in January 1988. EA1541 EA1541.The NAVD 88 height was computed by applying the VERTCON shift value to EA1541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA1541 EA1541.The Laplace correction was computed from DEFLEC99 derived deflections. EA1541 EA1541.The geoid height was determined by GEOID03. EA1541 EA1541; North East Units Scale Factor Converg. EA1541;SPC NC - 64,151.454 723,255.016 MT 1.00000318 +0 42 45.9 EA1541;SPC NC - 210,470.23 2,372,879.16 sFT 1.00000318 +0 42 45.9 EA1541;UTM 18 - 3,801,312.907 245,582.575 MT 1.00039794 -1 33 35.6 EA1541 EA1541! - Elev Factor x Scale Factor = Combined Factor EA1541!SPC NC - 1.00000386 x 1.00000318 = 1.00000704 EA1541!UTM 18 - 1.00000386 x 1.00039794 = 1.00040180 EA1541 EA1541 SUPERSEDED SURVEY CONTROL EA1541 EA1541 NGVD 29 (01/20/88) 12.8 (m) 42. (f) VERT ANG EA1541 EA1541.Superseded values are not recommended for survey control. EA1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1541.See file dsdata.txt to determine how the superseded data were derived. EA1541 EA1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4558301313(NAD 83) EA1541_MARKER: DH = HORIZONTAL CONTROL DISK EA1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1541_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1541_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EA1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1541+STABILITY: SURFACE MOTION EA1541 EA1541 HISTORY - Date Condition Report By EA1541 HISTORY - 1984 MONUMENTED NCGS EA1541 EA1541 STATION DESCRIPTION EA1541 EA1541'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) EA1541'STATION IS LOCATED ABOUT 19.6 KM (12.2 MI) EAST-NORTHEAST OF EA1541'WILMINGTON AND 6.8 KM (4.2 MI) SOUTHWEST OF HAMPSTEAD. EA1541' EA1541'ALONG US 17 FOR 7.0 KM (4.35 MI) SOUTHWEST FROM INTERSECTION WITH EA1541'NC 210 (IN HAMPSTEAD), ON PROLONGATION OF THE EAST SIDE OF WESLEYAN EA1541'CHAPEL METHODIST CHURCH. EA1541' EA1541'THE STATION IS A STANDARD NCGS DISK STAMPED---CHAPEL 1984---, SET IN EA1541'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER, RECESSED EA1541'8 CM BELOW GROUND. LOCATED EA1541'7.6 METERS (24.8 FT) NORTHWEST OF CENTERLINE OF HIGHWAY, EA1541'17.4 METERS (57.0 FT) SOUTH-SOUTHWEST OF CENTERLINE OF RAILROAD EA1541'CROSSING, EA1541'17.8 METERS (58.3 FT) SOUTHWEST OF A RAILROAD SIGN WITH REFERENCE EA1541'TAG, 24.4 METERS (80.0 FT) SOUTH OF A 36 INCH OAK WITH REFERENCE EA1541'TAG, 35.0 METERS (115.0 FT) SOUTH-SOUTHWEST OF A CONCRETE WHISTLE EA1541'MARKER, 42.5 METERS (139.3 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF EA1541'BRICK CHURCH. EA1541' EA1541'MARK IS ABOUT 0.5 FOOT BELOW CENTERLINE OF HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0922 *********************************************************************** EA0922 DESIGNATION - CHERRY EA0922 PID - EA0922 EA0922 STATE/COUNTY- NC/PENDER EA0922 USGS QUAD - WALLACE EAST (1981) EA0922 EA0922 *CURRENT SURVEY CONTROL EA0922 ___________________________________________________________________ EA0922* NAD 83(1986)- 34 39 46.77993(N) 077 56 07.76672(W) ADJUSTED EA0922* NAVD 88 - 16.663 (meters) 54.67 (feet) ADJUSTED EA0922 ___________________________________________________________________ EA0922 LAPLACE CORR- -3.92 (seconds) DEFLEC99 EA0922 GEOID HEIGHT- -36.33 (meters) GEOID03 EA0922 DYNAMIC HT - 16.647 (meters) 54.62 (feet) COMP EA0922 MODELED GRAV- 979,676.4 (mgal) NAVD 88 EA0922 EA0922 HORZ ORDER - SECOND EA0922 VERT ORDER - SECOND CLASS II EA0922 EA0922.The North Carolina HARNS have been completed but, EA0922.due to contractual restrictions, coordinates for these stations EA0922.will NOT be published in the near future. In the interim, the EA0922.published coordinates in North Carolina will not be EA0922.consistent with the Continuously Operating Reference Stations EA0922.(CORS). The HARN coordinates for these stations are available EA0922.upon request. Contact Gary Thompson(919-733-3836). EA0922. EA0922.In addition, the published North Carolina positions EA0922.(NAD 83 (1986)) are NOT consistent with those determined in EA0922.adjacent state readjustments. The discontinuity between stations EA0922.located in North Carolina and those in adjacent states EA0922.which have been adjusted to the HARN may be as much as 5 EA0922.decimeters. This will result in a significant loss of accuracy EA0922.over lines crossing such state borders. EA0922 EA0922 EA0922.The horizontal coordinates were established by classical geodetic methods EA0922.and adjusted by the National Geodetic Survey in July 1986. EA0922 EA0922.The orthometric height was determined by differential leveling EA0922.and adjusted by the National Geodetic Survey in June 1991. EA0922 EA0922.The Laplace correction was computed from DEFLEC99 derived deflections. EA0922 EA0922.The geoid height was determined by GEOID03. EA0922 EA0922.The dynamic height is computed by dividing the NAVD 88 EA0922.geopotential number by the normal gravity value computed on the EA0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0922.degrees latitude (g = 980.6199 gals.). EA0922 EA0922.The modeled gravity was interpolated from observed gravity values. EA0922 EA0922; North East Units Scale Factor Converg. EA0922;SPC NC - 101,802.909 707,165.872 MT 0.99992502 +0 36 51.9 EA0922;SPC NC - 333,998.38 2,320,093.37 sFT 0.99992502 +0 36 51.9 EA0922;UTM 18 - 3,839,592.787 230,996.126 MT 1.00049201 -1 40 14.0 EA0922;UTM 17 - 3,839,945.315 780,830.856 MT 1.00057218 +1 44 38.7 EA0922 EA0922! - Elev Factor x Scale Factor = Combined Factor EA0922!SPC NC - 1.00000309 x 0.99992502 = 0.99992811 EA0922!UTM 18 - 1.00000309 x 1.00049201 = 1.00049510 EA0922!UTM 17 - 1.00000309 x 1.00057218 = 1.00057527 EA0922 EA0922: Primary Azimuth Mark Grid Az EA0922:SPC NC - SHACK 137 29 37.3 EA0922:UTM 18 - SHACK 139 46 43.2 EA0922:UTM 17 - SHACK 136 21 50.5 EA0922 EA0922|---------------------------------------------------------------------| EA0922| PID Reference Object Distance Geod. Az | EA0922| dddmmss.s | EA0922| EA0921 SHACK APPROX. 1.1 KM 1380629.2 | EA0922| EA0923 TRAILER 364.978 METERS 33119 | EA0922|---------------------------------------------------------------------| EA0922 EA0922 SUPERSEDED SURVEY CONTROL EA0922 EA0922 NAD 27 - 34 39 46.18150(N) 077 56 08.81841(W) AD( ) 2 EA0922 NGVD 29 (??/??/92) 16.949 (m) 55.61 (f) ADJ UNCH 2 2 EA0922 EA0922.Superseded values are not recommended for survey control. EA0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0922.See file dsdata.txt to determine how the superseded data were derived. EA0922 EA0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3099639593(NAD 83) EA0922_MARKER: DD = SURVEY DISK EA0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0922_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0922_STAMPING: CHERRY 1968 EA0922 EA0922 HISTORY - Date Condition Report By EA0922 HISTORY - 1968 MONUMENTED NCGS EA0922 HISTORY - 1975 GOOD NCGS EA0922 EA0922 STATION DESCRIPTION EA0922 EA0922'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0922'CHERRY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA0922'IN THE VICINITY OF WALLACE, NORTH CAROLINA. EA0922' EA0922'CHERRY IS LOCATED APPROXIMATELY 6.3 MILES SOUTHEAST OF THE EA0922'CENTER OF WALLACE. TO REACH STATION PROCEED FROM EA0922'PENDER-DUPLIN COUNTY LINE, GO SOUTH ON U.S. 117 FOR 4.6 MILES EA0922'TO STATION. WHICH IS ON THE EAST SHOULDER OF U.S. 117, EA0922'DIRECTLY ACROSS HIGHWAY FROM PP 924, 1.3 MILES NORTH OF EA0922'INTERSECTION OF SR 1502 WITH U.S. 117 AND 1.0 MILE SOUTH OF EA0922'INTERSECTION OF SR 1315 WITH U.S. 117. EA0922' EA0922'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0922'CHERRY 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EA0922'OF WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EA0922' EA0922'MARK IS EA0922' EA0922'18.1 FT NE OF C/L OF U.S. 117 EA0922' EA0922'72.6 FT NE OF PP 924 ON W SIDE OF U.S. 117, AND WITH EA0922'ALUMINUM REF. TAG EA0922' EA0922'27.8 FT SSE OF S END OF HEADWALL FOR CULVERT UNDER U.S. 117 EA0922' EA0922'30.9 FT SW OF 20 INCH OAK TREE ON E SIDE OF U.S. 117, AND EA0922'WITH ALUMINUM REF. TAG EA0922' EA0922'50.6 FT W OF PP ON E SIDE OF U.S. 117 IN YARD OF ONE STORY EA0922'BRICK HOUSE, AND WITH ALUMINUM REF. TAG EA0922' EA0922'30.2 FT NW OF 10 INCH PECAN TREE IN NW CORNER OF YARD OF ONE EA0922'STORY BRICK HOUSE, AND WITH ALUMINUM REF. TAG EA0922 EA0922 STATION RECOVERY (1975) EA0922 EA0922'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0922'2.0 MI NE FROM WATHA. EA0922'CHERRY IS LOCATED APPROXIMATELY 7.8 MILES NORTH OF BURGAW. TO REACH EA0922'STATION FROM THE BRIDGE OVER ROCK FISH CREEK AT THE DUPLIN - PENDER EA0922'COUNTY LINE, PROCEED SOUTH ON US 117 FOR 4.6 MILES TO STATION IN THE EA0922'EAST SHOULDER OF HIGHWAY, DIRECTLY ACROSS HIGHWAY FROM PP NO. 924, 1.3 EA0922'MILES NORTH OF INTERSECTION WITH SR 1502, AND 1.0 MILE SOUTH OF EA0922'INTERSECTION WITH SR 1315. 18.1 FT. NE OF C/L OF US 117, 27.8 FT. SSE EA0922'OF S END OF HEADWALL FOR CULVERT UNDER US 117, 72.6 FT. NE OF PP NO. EA0922'924 WITH ALUMINUM REF. TAG ON W SIDE OF US 117, 30.9 FT. SW OF 20 INCH EA0922'OAK WITH ALUMINUM REF. TAG, 50.6 FT. W OF PP WITH ALUMINUM REF. TAG IN EA0922'YARD OF ONE STORY BRICK HOUSE, AND 30.2 FT. NW OF 10 INCH PECAN TREE EA0922'WITH ALUMINUM REF. TAG IN NW CORNER OF YARD OF ONE STORY BRICK HOUSE. EA0922'DISK IS SET IN CONCRETE CYLINDER, 4 INCHES BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0869 *********************************************************************** EA0869 DESIGNATION - CHURCH EA0869 PID - EA0869 EA0869 STATE/COUNTY- NC/PENDER EA0869 USGS QUAD - ROCKY POINT (1988) EA0869 EA0869 *CURRENT SURVEY CONTROL EA0869 ___________________________________________________________________ EA0869* NAD 83(1986)- 34 29 50.36235(N) 077 53 52.13672(W) ADJUSTED EA0869* NAVD 88 - 15.567 (meters) 51.07 (feet) ADJUSTED EA0869 ___________________________________________________________________ EA0869 LAPLACE CORR- -4.14 (seconds) DEFLEC99 EA0869 GEOID HEIGHT- -36.48 (meters) GEOID03 EA0869 DYNAMIC HT - 15.552 (meters) 51.02 (feet) COMP EA0869 MODELED GRAV- 979,679.6 (mgal) NAVD 88 EA0869 EA0869 HORZ ORDER - SECOND EA0869 VERT ORDER - SECOND CLASS II EA0869 EA0869.The North Carolina HARNS have been completed but, EA0869.due to contractual restrictions, coordinates for these stations EA0869.will NOT be published in the near future. In the interim, the EA0869.published coordinates in North Carolina will not be EA0869.consistent with the Continuously Operating Reference Stations EA0869.(CORS). The HARN coordinates for these stations are available EA0869.upon request. Contact Gary Thompson(919-733-3836). EA0869. EA0869.In addition, the published North Carolina positions EA0869.(NAD 83 (1986)) are NOT consistent with those determined in EA0869.adjacent state readjustments. The discontinuity between stations EA0869.located in North Carolina and those in adjacent states EA0869.which have been adjusted to the HARN may be as much as 5 EA0869.decimeters. This will result in a significant loss of accuracy EA0869.over lines crossing such state borders. EA0869 EA0869 EA0869.The horizontal coordinates were established by classical geodetic methods EA0869.and adjusted by the National Geodetic Survey in July 1986. EA0869 EA0869.The orthometric height was determined by differential leveling EA0869.and adjusted by the National Geodetic Survey in June 1991. EA0869 EA0869.The Laplace correction was computed from DEFLEC99 derived deflections. EA0869 EA0869.The geoid height was determined by GEOID03. EA0869 EA0869.The dynamic height is computed by dividing the NAVD 88 EA0869.geopotential number by the normal gravity value computed on the EA0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0869.degrees latitude (g = 980.6199 gals.). EA0869 EA0869.The modeled gravity was interpolated from observed gravity values. EA0869 EA0869; North East Units Scale Factor Converg. EA0869;SPC NC - 83,464.380 710,822.768 MT 0.99995862 +0 38 10.1 EA0869;SPC NC - 273,832.72 2,332,091.03 sFT 0.99995862 +0 38 10.1 EA0869;UTM 18 - 3,821,113.213 233,921.619 MT 1.00047274 -1 38 31.9 EA0869 EA0869! - Elev Factor x Scale Factor = Combined Factor EA0869!SPC NC - 1.00000328 x 0.99995862 = 0.99996190 EA0869!UTM 18 - 1.00000328 x 1.00047274 = 1.00047602 EA0869 EA0869: Primary Azimuth Mark Grid Az EA0869:SPC NC - PICNIC 157 53 50.9 EA0869:UTM 18 - PICNIC 160 10 32.9 EA0869 EA0869|---------------------------------------------------------------------| EA0869| PID Reference Object Distance Geod. Az | EA0869| dddmmss.s | EA0869| EA0868 PICNIC APPROX. 1.8 KM 1583201.0 | EA0869|---------------------------------------------------------------------| EA0869 EA0869 SUPERSEDED SURVEY CONTROL EA0869 EA0869 NAD 27 - 34 29 49.76344(N) 077 53 53.17726(W) AD( ) 2 EA0869 NGVD 29 (??/??/92) 15.859 (m) 52.03 (f) ADJ UNCH 2 2 EA0869 EA0869.Superseded values are not recommended for survey control. EA0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0869.See file dsdata.txt to determine how the superseded data were derived. EA0869 EA0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3392221113(NAD 83) EA0869_MARKER: DD = SURVEY DISK EA0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0869_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0869_STAMPING: CHURCH 1968 EA0869 EA0869 HISTORY - Date Condition Report By EA0869 HISTORY - 1968 MONUMENTED NCGS EA0869 HISTORY - 1975 GOOD NCGS EA0869 EA0869 STATION DESCRIPTION EA0869 EA0869'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0869'CHURCH IS A N. C. GEODETIC SURVEY STATION ESTABLISHED IN THE EA0869'VICINITY OF BURGAW, NORTH CAROLINA. EA0869' EA0869'CHURCH IS LOCATED APPROXIMATELY 4.2 MILES SOUTHEAST OF THE EA0869'CENTER OF BURGAW. TO REACH STATION PROCEED FROM THE INTERSECTION EA0869'OF U.S. 117 BUSINESS AND BYPASS ON SE SIDE OF BURGAW, GO SOUTH ON EA0869'U.S. 117 FOR 3.2 MILES TO INTERSECTION OF SR 1515, AND EA0869'STATION. WHICH IS ON THE EAST SHOULDER OF U.S. 117 IN SOUTHWEST EA0869'QUADRANT OF INTERSECTION BETWEEN SR 1515 AND DRIVEWAY TO PIKE EA0869'CREEK BAPTIST CHURCH. EA0869' EA0869'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0869'CHURCH 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA0869'WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND. EA0869' EA0869'MARK IS EA0869' EA0869'19.2 FT ENE OF C/L OF U.S. 117 EA0869' EA0869'35.8 FT NW OF N END OF CULVERT UNDER DRIVEWAY TO CHURCH EA0869' EA0869'41.6 FT W OF 18 INCH PINE WITH ALUMINUM REF. TAG ON E BANK OF EA0869'U.S. 117 EA0869' EA0869'100.6 FT W OF NW CORNER OF PIKE CREEK BAPTIST CHURCH EA0869' EA0869'73.8 FT S OF 4X4 POST WITH STOP SIGN ON N SHOULDER OF SR 1515, AND EA0869'WITH ALUMINUM REF. TAG EA0869' EA0869'112.7 FT SSW OF PP 598 WITH ALUMINUM REF. TAG IN NE QUADRANT OF EA0869'INTERSECTION OF SR 1515 WITH U.S. 117 EA0869' EA0869'37.9 FT SSW OF S END OF CULVERT UNDER SR 1515 EA0869' EA0869'53.9 FT SE OF C/L OF INTERSECTION OF SR 1515 WITH U.S. 117 EA0869 EA0869 STATION RECOVERY (1975) EA0869 EA0869'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0869'4.1 MI SSE FROM BURGAW. EA0869'TO REACH STATION FROM THE INTERSECTION OF US 117 BUSINESS AND BYPASS EA0869'ON SOUTHEAST SIDE OF BURGAW, PROCEED SOUTH ON US 117 FOR 3.2 MILES TO EA0869'SR 1515 (E) AND STATION IN THE EAST SHOULDER OF HIGHWAY IN SOUTHEAST EA0869'QUADRANT OF INTERSECTION, BETWEEN SR 1515 AND DRIVEWAY TO PIKE CREEK EA0869'BAPTIST CHURCH. 18.6 FT. ENE OF C/L OF US 117, 53.9 FT. SE OF C/L OF EA0869'INTERSECTION OF SR 1515 WITH US 117, 34.5 FT. NW OF N END OF CULVERT EA0869'UNDER DRIVEWAY TO CHURCH, 17.4 FT. W OF S END OF CULVERT UNDER SR EA0869'1515, 40.2 FT. W OF 18 INCH PINE WITH ALUMINUM REF. TAG ON E BANK OF EA0869'US 117, 100.6 FT. W OF NW CORNER OF PIKE CREEK BAPTIST CHURCH, 87.7 EA0869'FT. S OF STOP SIGN POST WITH ALUMINUM REF. TAG ON N SHOULDER OF SR EA0869'1515, 112.7 FT. SSW OF PP NO. 598 WITH ALUMINUM REF. TAG IN NE EA0869'QUADRANT OF INTERSECTION OF SR 1515 WITH US 117, AND 43.0 FT. WSW OF EA0869'LAMP POLE WITH ALUMINUM REF. TAG ON E BANK OF US 117. DISK IS SET IN EA0869'CONCRETE CYLINDER, 5 INCHES BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2975 *********************************************************************** EA2975 DESIGNATION - CITGO EA2975 PID - EA2975 EA2975 STATE/COUNTY- NC/PENDER EA2975 USGS QUAD - WALLACE EAST (1981) EA2975 EA2975 *CURRENT SURVEY CONTROL EA2975 ___________________________________________________________________ EA2975* NAD 83(1986)- 34 41 22.47676(N) 077 59 40.07818(W) ADJUSTED EA2975* NAVD 88 - 13.4 (meters) 44. (feet) VERTCON EA2975 ___________________________________________________________________ EA2975 LAPLACE CORR- -3.97 (seconds) DEFLEC99 EA2975 GEOID HEIGHT- -36.16 (meters) GEOID03 EA2975 EA2975 HORZ ORDER - SECOND EA2975 EA2975.The North Carolina HARNS have been completed but, EA2975.due to contractual restrictions, coordinates for these stations EA2975.will NOT be published in the near future. In the interim, the EA2975.published coordinates in North Carolina will not be EA2975.consistent with the Continuously Operating Reference Stations EA2975.(CORS). The HARN coordinates for these stations are available EA2975.upon request. Contact Gary Thompson(919-733-3836). EA2975. EA2975.In addition, the published North Carolina positions EA2975.(NAD 83 (1986)) are NOT consistent with those determined in EA2975.adjacent state readjustments. The discontinuity between stations EA2975.located in North Carolina and those in adjacent states EA2975.which have been adjusted to the HARN may be as much as 5 EA2975.decimeters. This will result in a significant loss of accuracy EA2975.over lines crossing such state borders. EA2975 EA2975 EA2975.The horizontal coordinates were established by classical geodetic methods EA2975.and adjusted by the National Geodetic Survey in July 1986. EA2975 EA2975.The NAVD 88 height was computed by applying the VERTCON shift value to EA2975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2975 EA2975.The Laplace correction was computed from DEFLEC99 derived deflections. EA2975 EA2975.The geoid height was determined by GEOID03. EA2975 EA2975; North East Units Scale Factor Converg. EA2975;SPC NC - 104,695.088 701,730.967 MT 0.99992040 +0 34 49.3 EA2975;SPC NC - 343,487.13 2,302,262.35 sFT 0.99992040 +0 34 49.3 EA2975;UTM 18 - 3,842,701.210 225,677.750 MT 1.00052763 -1 42 19.1 EA2975;UTM 17 - 3,842,731.462 775,336.486 MT 1.00053450 +1 42 41.8 EA2975 EA2975! - Elev Factor x Scale Factor = Combined Factor EA2975!SPC NC - 1.00000357 x 0.99992040 = 0.99992397 EA2975!UTM 18 - 1.00000357 x 1.00052763 = 1.00053120 EA2975!UTM 17 - 1.00000357 x 1.00053450 = 1.00053807 EA2975 EA2975: Primary Azimuth Mark Grid Az EA2975:SPC NC - MCLAMB 083 15 59.8 EA2975:UTM 18 - MCLAMB 085 33 08.2 EA2975:UTM 17 - MCLAMB 082 08 07.3 EA2975 EA2975|---------------------------------------------------------------------| EA2975| PID Reference Object Distance Geod. Az | EA2975| dddmmss.s | EA2975| EA2971 MCLAMB 459.807 METERS 0835049.1 | EA2975| EA2974 MATTHEWS 219.885 METERS 21458 | EA2975|---------------------------------------------------------------------| EA2975 EA2975 SUPERSEDED SURVEY CONTROL EA2975 EA2975 NAD 27 - 34 41 21.87174(N) 077 59 41.12721(W) AD( ) 2 EA2975 NGVD 29 (07/19/86) 13.7 (m) 45. (f) VERT ANG EA2975 EA2975.Superseded values are not recommended for survey control. EA2975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2975.See file dsdata.txt to determine how the superseded data were derived. EA2975 EA2975_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD2567842701(NAD 83) EA2975_MARKER: DE = TRAVERSE STATION DISK EA2975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2975_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2975_STAMPING: GITGO 1973 EA2975_MARK LOGO: NCGS EA2975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2975+STABILITY: SURFACE MOTION EA2975 EA2975 HISTORY - Date Condition Report By EA2975 HISTORY - 1973 MONUMENTED NCGS EA2975 HISTORY - 1978 MARK NOT FOUND BAKER EA2975 EA2975 STATION DESCRIPTION EA2975 EA2975'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EA2975'CITGO IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EA2975'VICINITY OF WILLARD, NORTH CAROLINA. EA2975' EA2975'CITGO IS LOCATED APPROXIMATELY 1.0 MILES WEST OF WILLARD, AND 3.7 EA2975'MILES NE OF PENDERLEA. TO REACH STATION FROM INTERSECTION OF SR EA2975'1001 AND SEABOARD COAST LINE RR IN WILLARD, GO WEST ON SR 1001 FOR EA2975'0.8 MILES TO T INTERSECTION WITH SR 1321, THENCE SW ON SR 1321 EA2975'FOR APPROXIMATELY 225 FEET TO STATION ON RIGHT BANK. EA2975' EA2975'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED CITGO EA2975'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 EA2975'INCH BELOW THE GROUND. EA2975' EA2975'MARK IS EA2975'25.2 FEET NW OF C/L OF SR 1321. EA2975'20.0 FEET NE OF TELEPHONE BRACE POLE W/ALUMINUM REF. TAG. EA2975'63.3 FEET NNW OF TP NO. 20 W/ALUMINUM REF. TAG. EA2975'57.2 FEET ENE OF PP W/ALUMINUM REF. TAG. EA2975'26.5 FEET SW OF NW END OF CULVERT UNDER SR 1321. EA2975'30.6 FEET SSW OF THE BASE OF CHINABERRY TREE. EA2975 EA2975 STATION RECOVERY (1978) EA2975 EA2975'RECOVERY NOTE BY M BAKER JR INCORPORATED 1978 (JM) EA2975'STATION NOT RECOVERED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0911 *********************************************************************** EA0911 DESIGNATION - CLIFF EA0911 PID - EA0911 EA0911 STATE/COUNTY- NC/PENDER EA0911 USGS QUAD - BURGAW (1988) EA0911 EA0911 *CURRENT SURVEY CONTROL EA0911 ___________________________________________________________________ EA0911* NAD 83(1986)- 34 34 06.63301(N) 077 55 23.66397(W) ADJUSTED EA0911* NAVD 88 - 13.631 (meters) 44.72 (feet) ADJUSTED EA0911 ___________________________________________________________________ EA0911 LAPLACE CORR- -4.18 (seconds) DEFLEC99 EA0911 GEOID HEIGHT- -36.40 (meters) GEOID03 EA0911 DYNAMIC HT - 13.618 (meters) 44.68 (feet) COMP EA0911 MODELED GRAV- 979,675.7 (mgal) NAVD 88 EA0911 EA0911 HORZ ORDER - SECOND EA0911 VERT ORDER - SECOND CLASS II EA0911 EA0911.The North Carolina HARNS have been completed but, EA0911.due to contractual restrictions, coordinates for these stations EA0911.will NOT be published in the near future. In the interim, the EA0911.published coordinates in North Carolina will not be EA0911.consistent with the Continuously Operating Reference Stations EA0911.(CORS). The HARN coordinates for these stations are available EA0911.upon request. Contact Gary Thompson(919-733-3836). EA0911. EA0911.In addition, the published North Carolina positions EA0911.(NAD 83 (1986)) are NOT consistent with those determined in EA0911.adjacent state readjustments. The discontinuity between stations EA0911.located in North Carolina and those in adjacent states EA0911.which have been adjusted to the HARN may be as much as 5 EA0911.decimeters. This will result in a significant loss of accuracy EA0911.over lines crossing such state borders. EA0911 EA0911 EA0911.The horizontal coordinates were established by classical geodetic methods EA0911.and adjusted by the National Geodetic Survey in July 1986. EA0911 EA0911.The orthometric height was determined by differential leveling EA0911.and adjusted by the National Geodetic Survey in June 1991. EA0911 EA0911.The Laplace correction was computed from DEFLEC99 derived deflections. EA0911 EA0911.The geoid height was determined by GEOID03. EA0911 EA0911.The dynamic height is computed by dividing the NAVD 88 EA0911.geopotential number by the normal gravity value computed on the EA0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0911.degrees latitude (g = 980.6199 gals.). EA0911 EA0911.The modeled gravity was interpolated from observed gravity values. EA0911 EA0911; North East Units Scale Factor Converg. EA0911;SPC NC - 91,334.743 708,402.320 MT 0.99994317 +0 37 17.3 EA0911;SPC NC - 299,654.07 2,324,149.94 sFT 0.99994317 +0 37 17.3 EA0911;UTM 18 - 3,829,077.838 231,815.040 MT 1.00048660 -1 39 34.6 EA0911;UTM 17 - 3,829,496.789 782,273.986 MT 1.00058222 +1 44 48.8 EA0911 EA0911! - Elev Factor x Scale Factor = Combined Factor EA0911!SPC NC - 1.00000357 x 0.99994317 = 0.99994674 EA0911!UTM 18 - 1.00000357 x 1.00048660 = 1.00049018 EA0911!UTM 17 - 1.00000357 x 1.00058222 = 1.00058580 EA0911 EA0911: Primary Azimuth Mark Grid Az EA0911:SPC NC - MOTEL 166 15 37.4 EA0911:UTM 18 - MOTEL 168 32 29.3 EA0911:UTM 17 - MOTEL 165 08 05.9 EA0911 EA0911|---------------------------------------------------------------------| EA0911| PID Reference Object Distance Geod. Az | EA0911| dddmmss.s | EA0911| EA0912 ENNIS APPROX. 0.5 KM 0050142.6 | EA0911| EA0910 MOTEL APPROX. 0.9 KM 1665254.7 | EA0911|---------------------------------------------------------------------| EA0911 EA0911 SUPERSEDED SURVEY CONTROL EA0911 EA0911 NAD 27 - 34 34 06.03753(N) 077 55 24.69938(W) AD( ) 2 EA0911 NGVD 29 (??/??/92) 13.922 (m) 45.68 (f) ADJ UNCH 2 2 EA0911 EA0911.Superseded values are not recommended for survey control. EA0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0911.See file dsdata.txt to determine how the superseded data were derived. EA0911 EA0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3181529078(NAD 83) EA0911_MARKER: DD = SURVEY DISK EA0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0911_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0911_STAMPING: CLIFF 1968 EA0911 EA0911 HISTORY - Date Condition Report By EA0911 HISTORY - 1968 MONUMENTED NCGS EA0911 HISTORY - 1973 GOOD NCGS EA0911 HISTORY - 1974 GOOD NCGS EA0911 HISTORY - 1975 GOOD NCGS EA0911 EA0911 STATION DESCRIPTION EA0911 EA0911'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0911'CLIFF IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA0911'IN THE VICINITY OF BURGAW, NORTH CAROLINA. EA0911' EA0911'CLIFF IS LOCATED APPROXIMATELY 1.2 MILES NNE OF THE CENTER EA0911'OF BURGAW. TO REACH STATION PROCEED FROM THE INTERSECTION EA0911'OF U.S. 117 BUSINESS AND BYPASS ON NORTH SIDE OF BURGAW, GO EA0911'NORTH ON U.S. 117 FOR 0.5 MILE TO STATION. WHICH IS ON THE EA0911'WEST SIDE OF U.S. 117, AT EAST SIDE OF WOODS LINE IN LINE EA0911'BETWEEN 36 INCH PINE TREE AND HIGHWAY AND ABOUT 100 FT. SOUTH EA0911'OF OPEN FIELD. EA0911' EA0911'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0911'CLIFF 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA0911'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EA0911' EA0911'MARK IS EA0911' EA0911'48.9 FT W OF C/L OF U.S. 117 EA0911' EA0911'69.3 FT N OF UTILITY POLE ON W SIDE OF U.S. 117 AND WITH EA0911'ALUMINUM REF. TAG EA0911' EA0911'12.0 FT E OF 36 INCH PINE WITH ALUMINUM REF. TAG ON W SIDE EA0911'OF U.S. 117 EA0911' EA0911'55.0 FT SSE OF 24 INCH PINE WITH ALUMINUM REF. TAG ON W SIDE EA0911'OF U.S. 117 EA0911 EA0911 STATION RECOVERY (1973) EA0911 EA0911'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EA0911'STATION RECOVERED AS DESCRIBED. REVISED REFERENCES SHOULD EA0911'READ - 48.3 FT W OF C/L OF U.S. 117, 10.5 FT E OF 24 IN PINE EA0911'ON W SIDE OF U.S. 117 AND WITH ALUMINUM REF. TAG, 54.2 FT SSE EA0911'OF 20 IN PINE ON W SIDE OF U.S. 117 WITH ALUMINUM REF. TAG, EA0911'AND 95.6 FT S OF W END OF CULVERT UNDER U.S. 117. EA0911 EA0911 STATION RECOVERY (1974) EA0911 EA0911'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA0911'CLIFF 1968 GOOD EA0911 EA0911 STATION RECOVERY (1975) EA0911 EA0911'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0911'1.2 MI N FROM BURGAW. EA0911'TO REACH STATION FROM THE INTERSECTION OF US 117 BUSINESS AND BYPASS EA0911'ON NORTH SIDE OF BURGAW, PROCEED NORTH ON US 117 FOR 0.5 MILE TO EA0911'STATION ON THE WEST SIDE OF US 117, AT EAST SIDE OF WOODS LINE AND EA0911'ABOUT 100 FEET SOUTH OF OPEN FIELD, AND APPROXIMATELY 300 FEET SOUTH EA0911'OF INTERSECTION WITH SR 1346. 48.9 FT. W OF C/L OF US 117, 69.3 FT. N EA0911'OF UTILITY POLE ON W SIDE OF US 117 AND WITH ALUMINUM REF. TAG, 12.0 EA0911'FT. E OF 36 INCH PINE WITH ALUMINUM REF. TAG ON W SIDE OF US 117, AND EA0911'55.0 FT. SSE OF 24 INCH PINE WITH ALUMINUM REF. TAG ON W SIDE OF US EA0911'117. DISK IS SET IN CONCRETE CYLINDER, 1 INCH BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1990 *********************************************************************** EB1990 DESIGNATION - CLINT EB1990 PID - EB1990 EB1990 STATE/COUNTY- NC/PENDER EB1990 USGS QUAD - COSTIN (1984) EB1990 EB1990 *CURRENT SURVEY CONTROL EB1990 ___________________________________________________________________ EB1990* NAD 83(1986)- 34 33 38.15789(N) 078 05 41.80438(W) ADJUSTED EB1990* NAVD 88 - 18.0 (meters) 59. (feet) VERTCON EB1990 ___________________________________________________________________ EB1990 LAPLACE CORR- -3.37 (seconds) DEFLEC99 EB1990 GEOID HEIGHT- -35.99 (meters) GEOID03 EB1990 EB1990 HORZ ORDER - SECOND EB1990 EB1990.The North Carolina HARNS have been completed but, EB1990.due to contractual restrictions, coordinates for these stations EB1990.will NOT be published in the near future. In the interim, the EB1990.published coordinates in North Carolina will not be EB1990.consistent with the Continuously Operating Reference Stations EB1990.(CORS). The HARN coordinates for these stations are available EB1990.upon request. Contact Gary Thompson(919-733-3836). EB1990. EB1990.In addition, the published North Carolina positions EB1990.(NAD 83 (1986)) are NOT consistent with those determined in EB1990.adjacent state readjustments. The discontinuity between stations EB1990.located in North Carolina and those in adjacent states EB1990.which have been adjusted to the HARN may be as much as 5 EB1990.decimeters. This will result in a significant loss of accuracy EB1990.over lines crossing such state borders. EB1990 EB1990 EB1990.The horizontal coordinates were established by classical geodetic methods EB1990.and adjusted by the National Geodetic Survey in July 1986. EB1990 EB1990.The NAVD 88 height was computed by applying the VERTCON shift value to EB1990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB1990 EB1990.The Laplace correction was computed from DEFLEC99 derived deflections. EB1990 EB1990.The geoid height was determined by GEOID03. EB1990 EB1990; North East Units Scale Factor Converg. EB1990;SPC NC - 90,300.109 692,655.467 MT 0.99994481 +0 31 20.5 EB1990;SPC NC - 296,259.61 2,272,487.14 sFT 0.99994481 +0 31 20.5 EB1990;UTM 17 - 3,828,152.130 766,541.314 MT 1.00047577 +1 38 56.2 EB1990 EB1990! - Elev Factor x Scale Factor = Combined Factor EB1990!SPC NC - 1.00000282 x 0.99994481 = 0.99994763 EB1990!UTM 17 - 1.00000282 x 1.00047577 = 1.00047859 EB1990 EB1990: Primary Azimuth Mark Grid Az EB1990:SPC NC - BARN 341 04 59.7 EB1990:UTM 17 - BARN 339 57 24.0 EB1990 EB1990|---------------------------------------------------------------------| EB1990| PID Reference Object Distance Geod. Az | EB1990| dddmmss.s | EB1990| EB1993 BARN APPROX. 0.9 KM 3413620.2 | EB1990|---------------------------------------------------------------------| EB1990 EB1990 SUPERSEDED SURVEY CONTROL EB1990 EB1990 NAD 27 - 34 33 37.55120(N) 078 05 42.82620(W) AD( ) 2 EB1990 NGVD 29 (07/19/86) 18.3 (m) 60. (f) VERT ANG EB1990 EB1990.Superseded values are not recommended for survey control. EB1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1990.See file dsdata.txt to determine how the superseded data were derived. EB1990 EB1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6654128152(NAD 83) EB1990_MARKER: DE = TRAVERSE STATION DISK EB1990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1990_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB1990_STAMPING: CLINT 1973 EB1990_MARK LOGO: NCGS EB1990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1990+STABILITY: SURFACE MOTION EB1990 EB1990 HISTORY - Date Condition Report By EB1990 HISTORY - 1973 MONUMENTED NCGS EB1990 HISTORY - 1986 SEE DESCRIPTION USPSQD EB1990 EB1990 STATION DESCRIPTION EB1990 EB1990'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB1990'CLINT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLILSHED IN THE EB1990'VICINITY OF ATKINSON, NORTH CAROLINA. EB1990' EB1990'CLINT IS LOCATED APPROXIMATELY 04.8 MILES ENE OF ATKINSON, AND 09.8 EB1990'MILES WEST OF BURGAW. TO REACH THE STATION FROM THE INTERSECTION OF EB1990'US 421 WITH NC 53 AT WARDS CORNER. PROCEED NORTH ALONG US 421 FOR EB1990'MILES TO THE Y INTERSECTION WITH SR 1121 AND STATION IN THE NW EB1990'QUADRANT ON SHOULDER. EB1990' EB1990'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CLINT EB1990'1973, SET IN THE TOP OF A CONCRETE CYLINDER 5 INCHES BELOW THE EB1990'SURFACE OF THE GROUND. EB1990' EB1990'MARK IS EB1990' EB1990'37.6 FEET WSW OF C/L OF US 421. EB1990'57.7 FEET NW OF C/L OF NORTH END OF CONCRETE MEDIAN OF SR 1121. EB1990'72.6 FEET NNE OF TELEHONE SERVICE BOX BESIDE A R/W MARKER. EB1990'29.2 FEET SE OF R/W MARKER. EB1990 EB1990 STATION RECOVERY (1986) EB1990 EB1990'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHW) EB1990'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0699 *********************************************************************** EA0699 DESIGNATION - CONTROL EA0699 PID - EA0699 EA0699 STATE/COUNTY- NC/PENDER EA0699 USGS QUAD - HAMPSTEAD (1970) EA0699 EA0699 *CURRENT SURVEY CONTROL EA0699 ___________________________________________________________________ EA0699* NAD 83(1986)- 34 21 58.97224(N) 077 37 44.32592(W) ADJUSTED EA0699* NAVD 88 - 1.431 (meters) 4.69 (feet) ADJUSTED EA0699 ___________________________________________________________________ EA0699 LAPLACE CORR- -3.37 (seconds) DEFLEC99 EA0699 GEOID HEIGHT- -37.34 (meters) GEOID03 EA0699 DYNAMIC HT - 1.429 (meters) 4.69 (feet) COMP EA0699 MODELED GRAV- 979,655.4 (mgal) NAVD 88 EA0699 EA0699 HORZ ORDER - SECOND EA0699 VERT ORDER - SECOND CLASS 0 EA0699 EA0699.The North Carolina HARNS have been completed but, EA0699.due to contractual restrictions, coordinates for these stations EA0699.will NOT be published in the near future. In the interim, the EA0699.published coordinates in North Carolina will not be EA0699.consistent with the Continuously Operating Reference Stations EA0699.(CORS). The HARN coordinates for these stations are available EA0699.upon request. Contact Gary Thompson(919-733-3836). EA0699. EA0699.In addition, the published North Carolina positions EA0699.(NAD 83 (1986)) are NOT consistent with those determined in EA0699.adjacent state readjustments. The discontinuity between stations EA0699.located in North Carolina and those in adjacent states EA0699.which have been adjusted to the HARN may be as much as 5 EA0699.decimeters. This will result in a significant loss of accuracy EA0699.over lines crossing such state borders. EA0699 EA0699 EA0699.The horizontal coordinates were established by classical geodetic methods EA0699.and adjusted by the National Geodetic Survey in July 1986. EA0699 EA0699.The orthometric height was determined by differential leveling EA0699.and adjusted by the National Geodetic Survey in June 1991. EA0699 EA0699.The Laplace correction was computed from DEFLEC99 derived deflections. EA0699 EA0699.The geoid height was determined by GEOID03. EA0699 EA0699.The dynamic height is computed by dividing the NAVD 88 EA0699.geopotential number by the normal gravity value computed on the EA0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0699.degrees latitude (g = 980.6199 gals.). EA0699 EA0699.The modeled gravity was interpolated from observed gravity values. EA0699 EA0699; North East Units Scale Factor Converg. EA0699;SPC NC - 69,248.297 735,711.135 MT 0.99999101 +0 47 28.7 EA0699;SPC NC - 227,192.12 2,413,745.62 sFT 0.99999101 +0 47 28.7 EA0699;UTM 18 - 3,805,913.079 258,235.725 MT 1.00032053 -1 29 05.0 EA0699 EA0699! - Elev Factor x Scale Factor = Combined Factor EA0699!SPC NC - 1.00000564 x 0.99999101 = 0.99999665 EA0699!UTM 18 - 1.00000564 x 1.00032053 = 1.00032617 EA0699 EA0699 SUPERSEDED SURVEY CONTROL EA0699 EA0699 NAD 27 - 34 21 58.36500(N) 077 37 45.42100(W) AD( ) 2 EA0699 NGVD 29 (??/??/92) 1.735 (m) 5.69 (f) ADJ UNCH 2 0 EA0699 EA0699.Superseded values are not recommended for survey control. EA0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0699.See file dsdata.txt to determine how the superseded data were derived. EA0699 EA0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5823605913(NAD 83) EA0699_MARKER: DE = TRAVERSE STATION DISK EA0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA0699_STAMPING: CONTROL 1947 EA0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0699+STABILITY: SURFACE MOTION EA0699 EA0699 HISTORY - Date Condition Report By EA0699 HISTORY - 1947 MONUMENTED CGS EA0699 HISTORY - 1947 GOOD CGS EA0699 HISTORY - 1962 GOOD CGS EA0699 HISTORY - 1967 GOOD USE EA0699 HISTORY - 1969 SEE DESCRIPTION USGS EA0699 HISTORY - 1970 SEE DESCRIPTION NGS EA0699 HISTORY - 1970 POOR NGS EA0699 HISTORY - 1983 MARK NOT FOUND USPSQD EA0699 HISTORY - 19840101 MARK NOT FOUND NCGS EA0699 HISTORY - 1987 MARK NOT FOUND USPSQD EA0699 EA0699 STATION DESCRIPTION EA0699 EA0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CRR) EA0699'THIS IS A TRAVERSE STATION. EA0699' EA0699'THE STATION IS LOCATED ON THE SOUTHEASTERN END OF TOPSAIL ISLAND EA0699'ABOUT 6 MILES SOUTHEAST OF SEARS LANDING. IT IS 30 FEET WEST OF EA0699'A CROSSROAD INTERSECTION, 10 FEET SOUTH OF THE EAST CORNER OF A EA0699'CONCRETE CONTROL TOWER AND 10 FEET EAST OF THE SOUTH CORNER OF EA0699'THE TOWER. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS EA0699'STAMPED CONTROL 1947. EA0699' EA0699'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ZERO EA0699'AND THE DISTANCE WAS FOUND TO BE 95.199 METERS. EA0699' EA0699'TO REACH THE STATION FROM THE BRIDGE AT SEARS LANDING, GO EA0699'SOUTHEAST TOWARD THE OCEAN FOR 0.5 MILE, TURN RIGHT AND GO 6.4 EA0699'MILE TO A CROSSROAD WITH A CONCRETE CONTROL TOWER IN THE WEST EA0699'ANGLE AND THE STATION AS DESCRIBED. EA0699' EA0699'AN ELEVATION HAS BEEN DETERMINED. EA0699 EA0699 STATION RECOVERY (1947) EA0699 EA0699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 EA0699'11.6 MI SW FROM HOLLYRIDGE. EA0699'5.25 MILES SOUTH ALONG THE SEARS LANDING ROAD FROM THE RAILROAD EA0699'STATION AT HOLLYRIDGE, THENCE 6.3 MILES SOUTHWEST ALONG THE SAND EA0699'SPIT ROAD, ON THE SAND SPIT BETWEEN NEW TOPSAIL INLET AND NEW RIVER EA0699'INLET, APPROXIMATELY 1.0 MILE NORTHEAST OF THE NEW TOPSAIL INLET, EA0699'30.5 FEET SOUTHWEST OF THE CENTERLINE OF ROAD LEADING FROM THE EA0699'LAUNCHING PLATFORM TO WAREHOUSE AREA, 18.0 FEET NORTHWEST OF THE EA0699'CENTERLINE OF THE SAND SPIT ROAD, 9.2 FEET EAST OF THE SOUTH EA0699'CORNER OF THE CONCRETE CONTROL TOWER FOR THE U.S. NAVY TEST EA0699'RANGE, 9.4 FEET SOUTH OF THE EAST CORNER OF THE TOWER, 3.6 FEET EA0699'SOUTHEAST OF THE SOUTHEAST FACE OF THE TOWER, SET IN THE TOP OF EA0699'A CONCRETE POST FLUSH WITH THE GROUND. EA0699 EA0699 STATION RECOVERY (1962) EA0699 EA0699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB) EA0699'THIS STATION RECOVERED 3-1/2 FEET SOUTHEAST OF THE CENTER OF EA0699'THE SOUTHEAST SIDE OF AN OLD CONCRETE CONTROL TOWER AND IS 6 EA0699'INCHES BELOW THE SURFACE OF THE GROUND. THE TOWER IS IN THE EA0699'WEST ANGLE OF THE INTERSECTION OF FLAKE AVENUE AND ANDERSON BLVD. EA0699 EA0699 STATION RECOVERY (1967) EA0699 EA0699'RECOVERY NOTE BY US ENGINEERS 1967 EA0699'STATION IS THE CENTER OF A STANDARD USC AND GS BRONZE DISK STAMPED EA0699'CONTROL 1947 SET FLUSH WITH CONCRETE FOOTING OF TOWER. EA0699' EA0699'STATION IS LOCATED 30 FT FROM CENTERLINE OF ELAKE AVE., 18.5 EA0699'FT FROM CENTERLINE OF RT. 50, AND 3.8 FT FROM SE SIDE OF TOWER. EA0699' EA0699'TO REACH STATION GO TO SOUTHEASTERN END OF TOPSAIL ISLAND EA0699'ABOUT 6 MILES SE OF SEARS LANDING TO STATION SITE. EA0699 EA0699 STATION RECOVERY (1969) EA0699 EA0699'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 EA0699'POST KNOCKED OVER-TABLET STILL IN POST. (DESTROYED) EA0699' EA0699'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EA0699'SE END OF TOP SAIL ISLAND. EA0699 EA0699 STATION RECOVERY (1970) EA0699 EA0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS) EA0699'STATION MONUMENT WAS FOUND TILTED CONSIDERABLY, SO THE MONUMENT EA0699'WAS REMOVED AND AN UNDERGROUND MARK RECOVERED 3 FEET BELOW EA0699'GROUND. SINCE THE STATION MONUMENT WAS INTACT, IT WAS THEN EA0699'RESET, PLUMBED OVER THE UNDERGROUND MARK, AND RE-ENFORCED WITH A EA0699'MASS OF CONCRETE. EA0699' EA0699'STATION IS LOCATED IN THE WEST ANGLE OF THE CROSSROAD EA0699'INTERSECTION OF FLAKE AVE. AND ANDERSON BLVD. ACROSS ANDERSON EA0699'BLVD., FROM THOMPSONS RESTAURANT, AND OPPOSITE THE CENTER OF OLD EA0699'CONTROL TOWER, A CEMENT BLOCK STRUCTURE 17 FEET SQUARE AND 25 EA0699'FEET HIGH. EA0699' EA0699'TO REACH STATION FROM INTERSECTION OF HIGHWAYS 17 AND 50 IN EA0699'HOLLY RIDGE, GO SOUTHEAST ON HIGHWAY 50 FOR 4.6 MILES TO EAST EA0699'END OF BRIDGE TO TOPSAIL ISLAND. CONTINUE AHEAD FOR 0.4 MILE TO EA0699'CROSSROAD. TURN RIGHT AND GO 6.1 MILES TO STATION ON RIGHT. EA0699' EA0699'STATION MARK IS A TRAVERSE STATION DISK, STAMPED CONTROL 1947, EA0699'SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT PROJECTING EA0699'1 INCH FROM GROUND. IT IS 18.3 FEET NORTHWEST OF CENTER LINE OF EA0699'ANDERSON BLVD, 28.7 FEET SOUTHWEST OF CENTER LINE OF FLAKE EA0699'AVE. AND 3.7 FEET SOUTHEAST OF CENTER OF BASE OF BUILDING. EA0699' EA0699'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EA0699'ON SW END OF TOPSAIL ISLAND. EA0699 EA0699 STATION RECOVERY (1970) EA0699 EA0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 EA0699'MARK RECOVERED IN POOR CONDITION. EA0699 EA0699 STATION RECOVERY (1983) EA0699 EA0699'RECOVERY NOTE BY US POWER SQUADRON 1983 (HHW) EA0699'DRAIN FOR STREET INSTALLED RECENTLY AS WELL AS NEW UNDERGROUND EA0699'POWER LINE. FOUND A SQUARE HOLE IN THE PAVEMENT AT DESCRIBED EA0699'LOCATION BUT NO STATION OR STONE APPARENTLY STATION WAS REMOVED EA0699'WHEN STATE PUT IN STORM DRAIN. EA0699 EA0699 STATION RECOVERY (1984) EA0699 EA0699'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) EA0699'MARK NOT FOUND, PROBABLY LOST. EA0699 EA0699 STATION RECOVERY (1987) EA0699 EA0699'RECOVERY NOTE BY US POWER SQUADRON 1987 (HW) EA0699'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB0003 *********************************************************************** EB0003 DESIGNATION - CORBET EB0003 PID - EB0003 EB0003 STATE/COUNTY- NC/PENDER EB0003 USGS QUAD - ATKINSON (1984) EB0003 EB0003 *CURRENT SURVEY CONTROL EB0003 ___________________________________________________________________ EB0003* NAD 83(1986)- 34 35 22.22115(N) 078 13 27.30187(W) ADJUSTED EB0003* NAVD 88 - 24.452 (meters) 80.22 (feet) POSTED EB0003 ___________________________________________________________________ EB0003 LAPLACE CORR- -3.85 (seconds) DEFLEC99 EB0003 GEOID HEIGHT- -35.64 (meters) GEOID03 EB0003 DYNAMIC HT - 24.430 (meters) 80.15 (feet) COMP EB0003 MODELED GRAV- 979,681.5 (mgal) NAVD 88 EB0003 EB0003 HORZ ORDER - FIRST EB0003 VERT ORDER - * POSTED, Code B , SEE BELOW EB0003 EB0003.The North Carolina HARNS have been completed but, EB0003.due to contractual restrictions, coordinates for these stations EB0003.will NOT be published in the near future. In the interim, the EB0003.published coordinates in North Carolina will not be EB0003.consistent with the Continuously Operating Reference Stations EB0003.(CORS). The HARN coordinates for these stations are available EB0003.upon request. Contact Gary Thompson(919-733-3836). EB0003. EB0003.In addition, the published North Carolina positions EB0003.(NAD 83 (1986)) are NOT consistent with those determined in EB0003.adjacent state readjustments. The discontinuity between stations EB0003.located in North Carolina and those in adjacent states EB0003.which have been adjusted to the HARN may be as much as 5 EB0003.decimeters. This will result in a significant loss of accuracy EB0003.over lines crossing such state borders. EB0003 EB0003 EB0003.The horizontal coordinates were established by classical geodetic methods EB0003.and adjusted by the National Geodetic Survey in July 1986. EB0003 EB0003.The orthometric height was determined by differential leveling EB0003.and adjusted by the National Geodetic Survey in 1992. EB0003.* This is a POSTED BENCH MARK height. Code B indicates a distribution EB0003.rate of 1.1 thru 2.0 mm/km. EB0003 EB0003.The Laplace correction was computed from DEFLEC99 derived deflections. EB0003 EB0003.The geoid height was determined by GEOID03. EB0003 EB0003.The dynamic height is computed by dividing the NAVD 88 EB0003.geopotential number by the normal gravity value computed on the EB0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB0003.degrees latitude (g = 980.6199 gals.). EB0003 EB0003.The modeled gravity was interpolated from observed gravity values. EB0003 EB0003; North East Units Scale Factor Converg. EB0003;SPC NC - 93,406.045 680,764.735 MT 0.99993890 +0 26 51.9 EB0003;SPC NC - 306,449.67 2,233,475.63 sFT 0.99993890 +0 26 51.9 EB0003;UTM 17 - 3,831,024.860 754,585.838 MT 1.00039895 +1 34 35.8 EB0003 EB0003! - Elev Factor x Scale Factor = Combined Factor EB0003!SPC NC - 1.00000176 x 0.99993890 = 0.99994066 EB0003!UTM 17 - 1.00000176 x 1.00039895 = 1.00040071 EB0003 EB0003: Primary Azimuth Mark Grid Az EB0003:SPC NC - ATKINSON=B 22 143 33 25.1 EB0003:UTM 17 - ATKINSON=B 22 142 25 41.2 EB0003 EB0003|---------------------------------------------------------------------| EB0003| PID Reference Object Distance Geod. Az | EB0003| dddmmss.s | EB0003| EB0002 ATKINSON=B 22 APPROX. 7.2 KM 1440017.0 | EB0003| EB3713 CORBET RM 22742 | EB0003| EB3712 CORBET AZ MK 3302332.5 | EB0003|---------------------------------------------------------------------| EB0003 EB0003 SUPERSEDED SURVEY CONTROL EB0003 EB0003 NAD 27 - 34 35 21.62100(N) 078 13 28.31700(W) AD( ) 1 EB0003 NGVD 29 (??/??/92) 24.704 (m) 81.05 (f) ADJ UNCH 1 2 EB0003 EB0003.Superseded values are not recommended for survey control. EB0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB0003.See file dsdata.txt to determine how the superseded data were derived. EB0003 EB0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU5458631025(NAD 83) EB0003_MARKER: DS = TRIANGULATION STATION DISK EB0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB0003_STAMPING: CORBET 1918 EB0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB0003+STABILITY: SURFACE MOTION EB0003 EB0003 HISTORY - Date Condition Report By EB0003 HISTORY - 1918 MONUMENTED CGS EB0003 HISTORY - 1934 GOOD NGS EB0003 HISTORY - 1980 MARK NOT FOUND NCGS EB0003 HISTORY - 1980 MARK NOT FOUND NCGS EB0003 HISTORY - 1980 MARK NOT FOUND USGS EB0003 EB0003 STATION DESCRIPTION EB0003 EB0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS) EB0003'ABOUT 5-1/5 MILES NORTH OF ATKINSON, ABOUT 680 YARDS NORTHWEST OF EB0003'MILEPOST 29 OF ATLANTIC COAST LINE RAILROAD, ABOUT 200 YARDS SOUTH EB0003'OF WHITE POST ON NORTHEAST SIDE OF TRACK, 8.9 FEET SOUTHWEST OF EB0003'SOUTHWEST RAIL, 39 FEET SOUTHWEST OF TELEPHONE POLE, AND IN CENTER OF EB0003'SMALL FILL USED AS HANDCAR SET OFF. SURFACE MARK IS STANDARD DISK EB0003'STATION MARK IN CONCRETE. WHEN RECOVERED IN 1933, IT EB0003'APPEARED TO HAVE BEEN HIT BY SOMETHING AND KNOCKED OUT OF ITS EB0003'ORIGINAL POSITION. UNDERGROUND MARK WHICH IS NAIL IN CONCRETE EB0003'WAS RECOVERED. AND SURFACE MARK WAS RESET IN CORRECT EB0003'POSITION, ALTHOUGH IN SOMEWHAT LEANING POSITION, BY PLUMBING OVER EB0003'IT. REFERENCE MARK IS STANDARD REFERENCE DISK IN CONCRETE, EB0003'28.18 METERS (92.5 FEET) FROM STATION IS S 47 DEG 42 EB0003'MIN W . AZIMUTH MARK, ESTABLISHED IN 1933, IS STANDARD REFERENCE DISK EB0003'IN CONCRETE, ON TOP OF BANK ABOUT 10 FEET ABOVE TRACK, 12 EB0003'FEET WEST OF TRIANGULAR BLAZE ON 8 INCH PINE TREE 56.8 FEET EB0003'NORTHEAST OF NORTHEAST RAIL, 72.5 FEET NORTH OF WHITE POST ON EB0003'NORTHEAST SIDE OF TRACK, AND APPROXIMATELY 210 YARDS FROM EB0003'STATION N 29 DEG 36 MIN W. EB0003 EB0003 STATION RECOVERY (1934) EB0003 EB0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934 EB0003'2 MI SE FROM IVANHOE. EB0003'IN PENDER COUNTY, 2 MILES SOUTHEAST ALONG THE ATLANTIC COAST LINE EB0003'RAILROAD FROM IVANHOE, SAMPSON COUNTY, 680 YARDS NORTHWEST OF EB0003'MILEPOST 29, 200 YARDS SOUTH OF A WHISTLE POST, 9 FEET SOUTHWEST EB0003'OF THE SOUTHWEST RAIL, 39 FEET SOUTHWEST OF A POLE, IN THE CENTER EB0003'OF A SMALL FILL USED AS A HAND-CAR SET-OFF AND SET IN THE TOP EB0003'OF A CONCRETE POST. EB0003 EB0003 STATION RECOVERY (1980) EB0003 EB0003'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EB0003'THE STATION WAS SEARCHED FOR BUT NOT FOUND. THE DESCRIPTION IS EB0003'INADEQUATE FOR LOCATING THE MONUMENT. EB0003 EB0003 STATION RECOVERY (1980) EB0003 EB0003'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EB0003'SEARCH MADE BUT UNABLE TO LOCATE MARK. EB0003 EB0003 STATION RECOVERY (1980) EB0003 EB0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980 EB0003'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1000 *********************************************************************** EA1000 DESIGNATION - CORBETT EA1000 PID - EA1000 EA1000 STATE/COUNTY- NC/PENDER EA1000 USGS QUAD - MAPLE HILL (1981) EA1000 EA1000 *CURRENT SURVEY CONTROL EA1000 ___________________________________________________________________ EA1000* NAD 83(1986)- 34 41 16.59802(N) 077 43 34.14270(W) ADJUSTED EA1000* NAVD 88 - 10.018 (meters) 32.87 (feet) ADJUSTED EA1000 ___________________________________________________________________ EA1000 LAPLACE CORR- -3.11 (seconds) DEFLEC99 EA1000 GEOID HEIGHT- -36.78 (meters) GEOID03 EA1000 DYNAMIC HT - 10.008 (meters) 32.83 (feet) COMP EA1000 MODELED GRAV- 979,674.1 (mgal) NAVD 88 EA1000 EA1000 HORZ ORDER - SECOND EA1000 VERT ORDER - SECOND CLASS II EA1000 EA1000.The North Carolina HARNS have been completed but, EA1000.due to contractual restrictions, coordinates for these stations EA1000.will NOT be published in the near future. In the interim, the EA1000.published coordinates in North Carolina will not be EA1000.consistent with the Continuously Operating Reference Stations EA1000.(CORS). The HARN coordinates for these stations are available EA1000.upon request. Contact Gary Thompson(919-733-3836). EA1000. EA1000.In addition, the published North Carolina positions EA1000.(NAD 83 (1986)) are NOT consistent with those determined in EA1000.adjacent state readjustments. The discontinuity between stations EA1000.located in North Carolina and those in adjacent states EA1000.which have been adjusted to the HARN may be as much as 5 EA1000.decimeters. This will result in a significant loss of accuracy EA1000.over lines crossing such state borders. EA1000 EA1000 EA1000.The horizontal coordinates were established by classical geodetic methods EA1000.and adjusted by the National Geodetic Survey in July 1986. EA1000 EA1000.The orthometric height was determined by differential leveling EA1000.and adjusted by the National Geodetic Survey in June 1991. EA1000 EA1000.The Laplace correction was computed from DEFLEC99 derived deflections. EA1000 EA1000.The geoid height was determined by GEOID03. EA1000 EA1000.The dynamic height is computed by dividing the NAVD 88 EA1000.geopotential number by the normal gravity value computed on the EA1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1000.degrees latitude (g = 980.6199 gals.). EA1000 EA1000.The modeled gravity was interpolated from observed gravity values. EA1000 EA1000; North East Units Scale Factor Converg. EA1000;SPC NC - 104,796.201 726,315.872 MT 0.99992067 +0 44 06.8 EA1000;SPC NC - 343,818.87 2,382,921.32 sFT 0.99992067 +0 44 06.8 EA1000;UTM 18 - 3,841,820.896 250,260.050 MT 1.00036881 -1 33 08.2 EA1000 EA1000! - Elev Factor x Scale Factor = Combined Factor EA1000!SPC NC - 1.00000420 x 0.99992067 = 0.99992487 EA1000!UTM 18 - 1.00000420 x 1.00036881 = 1.00037301 EA1000 EA1000: Primary Azimuth Mark Grid Az EA1000:SPC NC - WIRE 341 22 09.0 EA1000:UTM 18 - WIRE 343 39 24.0 EA1000 EA1000|---------------------------------------------------------------------| EA1000| PID Reference Object Distance Geod. Az | EA1000| dddmmss.s | EA1000| EA1025 HAUNTED APPROX. 0.5 KM 1484217.0 | EA1000| EA1124 WIRE APPROX. 0.8 KM 3420615.8 | EA1000|---------------------------------------------------------------------| EA1000 EA1000 SUPERSEDED SURVEY CONTROL EA1000 EA1000 NAD 27 - 34 41 15.99196(N) 077 43 35.22138(W) AD( ) 2 EA1000 NGVD 29 (??/??/92) 10.320 (m) 33.86 (f) ADJ UNCH 2 2 EA1000 EA1000.Superseded values are not recommended for survey control. EA1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1000.See file dsdata.txt to determine how the superseded data were derived. EA1000 EA1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5026041821(NAD 83) EA1000_MARKER: DD = SURVEY DISK EA1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1000_STAMPING: CORBETT 1974 EA1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1000+STABILITY: SURFACE MOTION EA1000 EA1000 HISTORY - Date Condition Report By EA1000 HISTORY - 1974 MONUMENTED NCGS EA1000 HISTORY - 1975 GOOD NCGS EA1000 HISTORY - 1986 GOOD USPSQD EA1000 EA1000 STATION DESCRIPTION EA1000 EA1000'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA1000'CORBETT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA1000'THE VICINITY OF BURGAW, NORTH CAROLINA. EA1000' EA1000'CORBETT IS LOCATED APPROXIMATELY 14.8 MILES NE OF BURGAW, AND 2.6 EA1000'MILES NW OF MAPLE HILL. TO REACH STATION FROM INTERSECTION OF NC EA1000'50 WITH NC 53 NW OF MAPLE HILL, PROCEED NE ALONG NC 50 FOR 1.4 EA1000'MILES TO STATION ON LEFT, AT CORNER OF WOODED AREA ON PROPERTY OF EA1000'CORBETT LUMBER CORPORATION. 1.7 MILES SOUTHEAST FROM EA1000'INTERSECTION WITH SR 1525. EA1000' EA1000'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1000'CORBETT 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA1000'WHICH IS FLUSH WITH THE GROUND. EA1000' EA1000'MARK IS 25.9 FT W OF C/L OF NC 50 EA1000' EA1000'20.5 FT N OF C/L OF FARM ROAD EA1000' EA1000'8.4 FT NE OF 18 IN PINE WITH ALUMINUM REF. TAG, WITH CORBETT EA1000'LUMBER CORP. SIGN EA1000' EA1000'32.8 FT NE OF 10 IN GUM TREE WITH ALUMINUM REF. TAG EA1000' EA1000'79.6 FT NW OF PP WITH ALUMINUM REF. TAG EA1000 EA1000 STATION RECOVERY (1975) EA1000 EA1000'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA1000'2.6 MI NW FROM MAPLE HILL. EA1000'TO REACH STATION FROM INTERSECTION OF NC 50 WITH NC 53 NW OF MAPLE EA1000'HILL, PROCEED NE ALONG NC 50 FOR 1.4 MILES TO STATION ON LEFT, AT EA1000'CORNER OF WOODED AREA ON PROPERTY OF CORBETT LUMBER CORPORATION, AND EA1000'1.7 MILES SOUTHEAST FROM INTERSECTION WITH SR 1525. 25.9 FT. WEST OF EA1000'C/L OF NC 50, 20.5 FT. NORTH OF C/L OF FARM ROAD, 8.4 FT. NE OF 18 IN. EA1000'PINE WITH ALUMINUM REF. TAG AND CORBETT LUMBER CORPORATION SIGN, 32.8 EA1000'FT. NE OF 10 IN. GUM TREE WITH ALUMINUM REF. TAG, AND 79.6 FT. NW OF EA1000'PP WITH ALUMINUM REF. TAG. DISK IS SET IN TOP OF CONCRETE CYLINDER, EA1000'FLUSH WITH THE SURFACE OF THE GROUND. EA1000 EA1000 STATION RECOVERY (1986) EA1000 EA1000'RECOVERY NOTE BY US POWER SQUADRON 1986 (HW) EA1000'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1997 *********************************************************************** EB1997 DESIGNATION - COSTIN EB1997 PID - EB1997 EB1997 STATE/COUNTY- NC/PENDER EB1997 USGS QUAD - COSTIN (1984) EB1997 EB1997 *CURRENT SURVEY CONTROL EB1997 ___________________________________________________________________ EB1997* NAD 83(1986)- 34 34 40.41503(N) 078 06 03.73489(W) ADJUSTED EB1997* NAVD 88 - 15.5 (meters) 51. (feet) VERTCON EB1997 ___________________________________________________________________ EB1997 LAPLACE CORR- -3.62 (seconds) DEFLEC99 EB1997 GEOID HEIGHT- -35.97 (meters) GEOID03 EB1997 EB1997 HORZ ORDER - SECOND EB1997 EB1997.The North Carolina HARNS have been completed but, EB1997.due to contractual restrictions, coordinates for these stations EB1997.will NOT be published in the near future. In the interim, the EB1997.published coordinates in North Carolina will not be EB1997.consistent with the Continuously Operating Reference Stations EB1997.(CORS). The HARN coordinates for these stations are available EB1997.upon request. Contact Gary Thompson(919-733-3836). EB1997. EB1997.In addition, the published North Carolina positions EB1997.(NAD 83 (1986)) are NOT consistent with those determined in EB1997.adjacent state readjustments. The discontinuity between stations EB1997.located in North Carolina and those in adjacent states EB1997.which have been adjusted to the HARN may be as much as 5 EB1997.decimeters. This will result in a significant loss of accuracy EB1997.over lines crossing such state borders. EB1997 EB1997 EB1997.The horizontal coordinates were established by classical geodetic methods EB1997.and adjusted by the National Geodetic Survey in July 1986. EB1997 EB1997.The NAVD 88 height was computed by applying the VERTCON shift value to EB1997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB1997 EB1997.The Laplace correction was computed from DEFLEC99 derived deflections. EB1997 EB1997.The geoid height was determined by GEOID03. EB1997 EB1997; North East Units Scale Factor Converg. EB1997;SPC NC - 92,213.273 692,079.083 MT 0.99994125 +0 31 07.9 EB1997;SPC NC - 302,536.38 2,270,596.12 sFT 0.99994125 +0 31 07.9 EB1997;UTM 17 - 3,830,054.597 765,927.088 MT 1.00047174 +1 38 46.3 EB1997 EB1997! - Elev Factor x Scale Factor = Combined Factor EB1997!SPC NC - 1.00000321 x 0.99994125 = 0.99994446 EB1997!UTM 17 - 1.00000321 x 1.00047174 = 1.00047495 EB1997 EB1997|---------------------------------------------------------------------| EB1997| PID Reference Object Distance Geod. Az | EB1997| dddmmss.s | EB1997| EB1992 AMCO 357.028 METERS 15645 | EB1997|---------------------------------------------------------------------| EB1997 EB1997 SUPERSEDED SURVEY CONTROL EB1997 EB1997 NAD 27 - 34 34 39.80647(N) 078 06 04.75966(W) AD( ) 2 EB1997 NGVD 29 (07/19/86) 15.8 (m) 52. (f) VERT ANG EB1997 EB1997.Superseded values are not recommended for survey control. EB1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1997.See file dsdata.txt to determine how the superseded data were derived. EB1997 EB1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6592730055(NAD 83) EB1997_MARKER: DE = TRAVERSE STATION DISK EB1997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1997_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB1997_STAMPING: COSTIN 1973 EB1997_MARK LOGO: NCGS EB1997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1997+STABILITY: SURFACE MOTION EB1997 EB1997 HISTORY - Date Condition Report By EB1997 HISTORY - 1973 MONUMENTED NCGS EB1997 EB1997 STATION DESCRIPTION EB1997 EB1997'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB1997'COSTIN IS AS N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB1997'THE VICINITY OF ATKINSON, NORTH CAROLINA. EB1997' EB1997'COSTIN IS LOCATED APPROXIMATELY 5.1 MILES NE OF ATKINSON, AND 6.3 EB1997'MILES SSW OF PENDERLEA. TO REACH STATION FROM THE INTERSECTION OF EB1997'US 421 WITH NC 53 (WARDS CORNER) WEST OF BURGAW, PROCEED NORTH EB1997'ALONG US 421 FOR 3.5 MILES TO STATION ON LEFT SHOULDER. 0.15 MILES EB1997'SOUTH OF INTERSECTION WITH SR 1128. EB1997' EB1997'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED COSTIN EB1997'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 6 EB1997'INCHES BELOW THE GROUND. EB1997' EB1997'MARK IS EB1997' EB1997'22.3 FEET WSW OF C/L OF US 421. EB1997'52.6 FEET NNE OF POWER BRACE POLE NO. 29896 W/ALUMINUM REF. TAG. EB1997'45.8 FEET NE OF 6 INCH PINE W/ALUMINUM REF. TAG. EB1997'53.1 FEET ESE OF 20 INCH OAK W/ALUMINUM REF. TAG. EB1997'55.7 FEET SE OF THE TOP OF R/W MARKER. EB1997'65.3 FEET SE OF TELEPHONE PEDESTAL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2542 *********************************************************************** EA2542 DESIGNATION - COUNCIL EA2542 PID - EA2542 EA2542 STATE/COUNTY- NC/PENDER EA2542 USGS QUAD - HAMPSTEAD (1970) EA2542 EA2542 *CURRENT SURVEY CONTROL EA2542 ___________________________________________________________________ EA2542* NAD 83(1986)- 34 20 43.92019(N) 077 41 59.79145(W) ADJUSTED EA2542* NAVD 88 - 2. (meters) 7. (feet) SCALED EA2542 ___________________________________________________________________ EA2542 LAPLACE CORR- -3.80 (seconds) DEFLEC99 EA2542 GEOID HEIGHT- -37.21 (meters) GEOID03 EA2542 EA2542 HORZ ORDER - THIRD EA2542 EA2542.The North Carolina HARNS have been completed but, EA2542.due to contractual restrictions, coordinates for these stations EA2542.will NOT be published in the near future. In the interim, the EA2542.published coordinates in North Carolina will not be EA2542.consistent with the Continuously Operating Reference Stations EA2542.(CORS). The HARN coordinates for these stations are available EA2542.upon request. Contact Gary Thompson(919-733-3836). EA2542. EA2542.In addition, the published North Carolina positions EA2542.(NAD 83 (1986)) are NOT consistent with those determined in EA2542.adjacent state readjustments. The discontinuity between stations EA2542.located in North Carolina and those in adjacent states EA2542.which have been adjusted to the HARN may be as much as 5 EA2542.decimeters. This will result in a significant loss of accuracy EA2542.over lines crossing such state borders. EA2542 EA2542 EA2542.The horizontal coordinates were established by classical geodetic methods EA2542.and adjusted by the National Geodetic Survey in July 1986. EA2542 EA2542.The orthometric height was scaled from a topographic map. EA2542 EA2542.The Laplace correction was computed from DEFLEC99 derived deflections. EA2542 EA2542.The geoid height was determined by GEOID03. EA2542 EA2542; North East Units Scale Factor Converg. EA2542;SPC NC - 66,848.072 729,214.481 MT 0.99999664 +0 45 01.3 EA2542;SPC NC - 219,317.38 2,392,431.18 sFT 0.99999664 +0 45 01.3 EA2542;UTM 18 - 3,803,771.921 251,646.622 MT 1.00036035 -1 31 26.5 EA2542 EA2542! - Elev Factor x Scale Factor = Combined Factor EA2542!SPC NC - 1.00000557 x 0.99999664 = 1.00000221 EA2542!UTM 18 - 1.00000557 x 1.00036035 = 1.00036593 EA2542 EA2542: Primary Azimuth Mark Grid Az EA2542:SPC NC - POPE 052 06 36.9 EA2542:UTM 18 - POPE 054 23 04.7 EA2542 EA2542|---------------------------------------------------------------------| EA2542| PID Reference Object Distance Geod. Az | EA2542| dddmmss.s | EA2542| EA2552 POPE APPROX. 2.2 KM 0525138.2 | EA2542|---------------------------------------------------------------------| EA2542 EA2542 SUPERSEDED SURVEY CONTROL EA2542 EA2542 NAD 27 - 34 20 43.31100(N) 077 42 00.87200(W) AD( ) 3 EA2542 EA2542.Superseded values are not recommended for survey control. EA2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2542.See file dsdata.txt to determine how the superseded data were derived. EA2542 EA2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5164703772(NAD 83) EA2542_MARKER: DS = TRIANGULATION STATION DISK EA2542_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE EA2542_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EA2542_MARK LOGO: CGS EA2542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA2542 EA2542 HISTORY - Date Condition Report By EA2542 HISTORY - 1914 MONUMENTED CGS EA2542 HISTORY - 1933 GOOD CGS EA2542 HISTORY - 1964 SEE DESCRIPTION CGS EA2542 HISTORY - 1970 POOR USGS EA2542 HISTORY - 1974 MARK NOT FOUND NGS EA2542 HISTORY - 1984 POOR USE EA2542 EA2542 STATION DESCRIPTION EA2542 EA2542'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS) EA2542'STATION IS ABOUT 1-3/4 MILES NW FROM OLD TOPSAIL INLET, ABOUT EA2542'150 YARDS E OF THE CREEK E OF LONG POINT, 2 YARDS FROM EA2542'HIGH-WATER MARK. EA2542' EA2542'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN EA2542'CONCRETE AT THE CENTER OF THE TOP OF A TILE. EA2542' EA2542'THE REFERENCE MARK IS A TILE FILLED WITH AND SET IN CEMENT, EA2542'ABOUT 10 METERS (33 FEET) E OF THE STATION N 52 DEG EA2542'52 MIN E. EA2542 EA2542 STATION RECOVERY (1933) EA2542 EA2542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JAB) EA2542'STATION IS ABOUT 1-3/4 MILES WNW OF OLD TOPSAIL INLET, ABOUT EA2542'300 YARDS NE OF A CREEK THAT IS N OF LONG POINT, AND ABOUT 200 EA2542'YARDS NE OF A SMALL PRIVATE PIER AND 2 YARDS INSHORE FROM EA2542'HIGH-WATER LINE. EA2542' EA2542'THE STATION AND REFERENCE MARKS WERE FOUND MARKED AS DESCRIBED EA2542'IN GOOD CONDITION. EA2542 EA2542 STATION RECOVERY (1964) EA2542 EA2542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA2542'THE RECOVERY OF THIS STATION IS DOUBTFUL. A PIECE OF TILE EA2542'FILLED WITH CONCRETE WITH THE TOP KNOCKED OFF WAS FOUND INTACT EA2542'IN THE GROUND AT THE APPROXIMATE LOCATION. AN UNSTAMPED EA2542'REFERENCE MARK WITH THE ARROW POINTING TOWARDS THE TILE WAS EA2542'RECOVERED 59.55 FEET NORTHEAST OF THE TILE. EA2542' EA2542'THE TILE FILLED WITH CONCRETE IS ABOUT 2 MILES SOUTH OF EA2542'HAMPSTEAD ON THE NORTH SHORE OF THE INTRACOASTAL WATERWAY, EA2542'ABOUT 1-3/4 MILES NORTHWEST OF OLD TOPSAIL INLET. THE TILE IS EA2542'ABOUT 600 FEET NORTH OF LIGHT 100, 226.0 FEET NORTHEAST OF THE EA2542'CENTER OF THE SOUTH END OF A PRIVATE DOCK, 178.7 FEET EAST OF EA2542'THE SOUTHEAST CORNER OF A HOUSE, ABOUT 10 FEET FROM THE HIGH EA2542'WATER LINE, AND IS AT THE EDGE OF THE MARSH. THE TILE PROJECTS EA2542'2 INCHES. EA2542 EA2542 STATION RECOVERY (1970) EA2542 EA2542'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 EA2542'DISTURBED--TABLET MISSING, TILE INTACT. EA2542' EA2542'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EA2542'OLD TOP SAIL INLET 1-3/4 MILES NW. EA2542 EA2542 STATION RECOVERY (1974) EA2542 EA2542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RST) EA2542'STATION WAS SEARCHED FOR BUT COULD NOT BE FOUND. EA2542 EA2542 STATION RECOVERY (1984) EA2542 EA2542'RECOVERY NOTE BY US ENGINEERS 1984 (GRN) EA2542'STATION FOUND GOOD, DESCRIPTION ADEQUATE. TOP BROKEN OFF. RM IN EA2542'PLACE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2093 *********************************************************************** EB2093 DESIGNATION - COWPEN EB2093 PID - EB2093 EB2093 STATE/COUNTY- NC/PENDER EB2093 USGS QUAD - LELAND (1984) EB2093 EB2093 *CURRENT SURVEY CONTROL EB2093 ___________________________________________________________________ EB2093* NAD 83(1986)- 34 20 45.95135(N) 078 00 36.87067(W) ADJUSTED EB2093* NAVD 88 - 10.0 (meters) 33. (feet) VERTCON EB2093 ___________________________________________________________________ EB2093 LAPLACE CORR- -4.23 (seconds) DEFLEC99 EB2093 GEOID HEIGHT- -36.22 (meters) GEOID03 EB2093 EB2093 HORZ ORDER - SECOND EB2093 EB2093.The North Carolina HARNS have been completed but, EB2093.due to contractual restrictions, coordinates for these stations EB2093.will NOT be published in the near future. In the interim, the EB2093.published coordinates in North Carolina will not be EB2093.consistent with the Continuously Operating Reference Stations EB2093.(CORS). The HARN coordinates for these stations are available EB2093.upon request. Contact Gary Thompson(919-733-3836). EB2093. EB2093.In addition, the published North Carolina positions EB2093.(NAD 83 (1986)) are NOT consistent with those determined in EB2093.adjacent state readjustments. The discontinuity between stations EB2093.located in North Carolina and those in adjacent states EB2093.which have been adjusted to the HARN may be as much as 5 EB2093.decimeters. This will result in a significant loss of accuracy EB2093.over lines crossing such state borders. EB2093 EB2093 EB2093.The horizontal coordinates were established by classical geodetic methods EB2093.and adjusted by the National Geodetic Survey in July 1986. EB2093 EB2093.The NAVD 88 height was computed by applying the VERTCON shift value to EB2093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2093 EB2093.The Laplace correction was computed from DEFLEC99 derived deflections. EB2093 EB2093.The geoid height was determined by GEOID03. EB2093 EB2093; North East Units Scale Factor Converg. EB2093;SPC NC - 66,581.386 700,665.478 MT 0.99999649 +0 34 16.5 EB2093;SPC NC - 218,442.43 2,298,766.66 sFT 0.99999649 +0 34 16.5 EB2093;UTM 17 - 3,804,582.155 775,018.609 MT 1.00053242 +1 41 16.3 EB2093;UTM 18 - 3,804,637.887 223,096.525 MT 1.00054524 -1 41 57.9 EB2093 EB2093! - Elev Factor x Scale Factor = Combined Factor EB2093!SPC NC - 1.00000412 x 0.99999649 = 1.00000061 EB2093!UTM 17 - 1.00000412 x 1.00053242 = 1.00053654 EB2093!UTM 18 - 1.00000412 x 1.00054524 = 1.00054936 EB2093 EB2093: Primary Azimuth Mark Grid Az EB2093:SPC NC - RISE 149 41 51.1 EB2093:UTM 17 - RISE 148 34 51.3 EB2093:UTM 18 - RISE 151 58 05.5 EB2093 EB2093|---------------------------------------------------------------------| EB2093| PID Reference Object Distance Geod. Az | EB2093| dddmmss.s | EB2093| EB2095 RISE APPROX. 1.3 KM 1501607.6 | EB2093|---------------------------------------------------------------------| EB2093 EB2093 SUPERSEDED SURVEY CONTROL EB2093 EB2093 NAD 27 - 34 20 45.34512(N) 078 00 37.90381(W) AD( ) 2 EB2093 NGVD 29 (07/19/86) 10.3 (m) 34. (f) VERT ANG EB2093 EB2093.Superseded values are not recommended for survey control. EB2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2093.See file dsdata.txt to determine how the superseded data were derived. EB2093 EB2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU7501904582(NAD 83) EB2093_MARKER: DE = TRAVERSE STATION DISK EB2093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2093_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2093_STAMPING: COWPEN 1968 EB2093_MARK LOGO: NCGS EB2093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2093+STABILITY: SURFACE MOTION EB2093 EB2093 HISTORY - Date Condition Report By EB2093 HISTORY - 1968 MONUMENTED NCGS EB2093 HISTORY - 1973 SEE DESCRIPTION NCGS EB2093 HISTORY - 1979 MARK NOT FOUND USPSQD EB2093 HISTORY - 20041128 MARK NOT FOUND USPSQD EB2093 EB2093 STATION DESCRIPTION EB2093 EB2093'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EB2093'COWPEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB2093'IN THE VICINITY OF WILMINGTON, NORTH CAROLINA. EB2093' EB2093'COWPEN IS LOCATED APPROXIMATELY 8.5 MILES NORTHWEST OF THE EB2093'CENTER OF WILMINGTON. TO REACH STATION PROCEED FROM THE EB2093'INTERSECTIONS OF U.S. 421, 17, 74, 76 AND NC 133 AT WEST SIDE OF EB2093'CAPE FEAR RIVER, GO NORTH ON U.S. 421 FOR 7.3 MILES TO SR 1109, EB2093'TURN LEFT (WEST) FOR 150 FEET TO RR AND STATION, WHICH IS IN EB2093'THE SOUTHWEST QUADRANT OF INTERSECTION OF DIRT ROAD AND EB2093'RAILROAD. EB2093' EB2093'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB2093'COWPEN 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2093'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2093' EB2093'MARK IS EB2093' EB2093'19.2 FT SW OF C/L OF INTERSECTION OF W RAIL AND DIRT EB2093'ROAD EB2093' EB2093'2.7 FT ENE OF 6X6 POST WITH RR CROSSING ARM ON W SIDE OF RR, EB2093'WITH TAG. EB2093' EB2093'41.0 FT SW OF 6X6 POST WITH RR CROSSING ARM ON E SIDE OF EB2093'RR AND WITH ALUMINUM REF. TAG EB2093' EB2093'79.9 FT NW OF 24 INCH OAK WITH ALUMINUM REF. TAG AT PICNIC AREA EB2093' EB2093'59.0 FT SE OF 10 INCH OAK WITH ALUMINUM REF. TAG NORTH OF EB2093'DIRT ROAD EB2093' EB2093'15.8 FT W OF W RAIL OF RAILROAD EB2093 EB2093 STATION RECOVERY (1973) EB2093 EB2093'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB2093'MONUMENT WAS FOUND DISTURBED, DISK WAS REMOVED AND COWPEN 2 1968, EB2093'1973 ESTABLISHED IN VICINITY. EB2093 EB2093 STATION RECOVERY (1979) EB2093 EB2093'RECOVERY NOTE BY US POWER SQUADRON 1979 (WFW) EB2093'STATION NOT RECOVERED. EB2093' EB2093'R.R. TRACK HAS BEEN REMOVED, BUT BY WALKING R.R. ROAD BED WAS EB2093'ABLE TO DETERMINE APPROXIMATE LOCATION OF RAILS. ASSUMING SR 1109 EB2093'HAS NOT BEEN MOVED, NONE OF THE OTHER TREE MARKINGS OR POSTS FOR EB2093'R.R. SIGNS EXIST. MEASURED IN SEVERAL DIFFERENT DIRECTION FROM EB2093'INTERSECTION BUT WAS UNABLE TO FIND ANYTHING. EB2093 EB2093 STATION RECOVERY (2004) EB2093 EB2093'RECOVERY NOTE BY US POWER SQUADRON 2004 EB2093'SEARCH WAS MADE IN THE AREA FO THE PLOTTED POSITION. NO MARKER COULD EB2093'BE FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0919 *********************************************************************** EA0919 DESIGNATION - COX EA0919 PID - EA0919 EA0919 STATE/COUNTY- NC/PENDER EA0919 USGS QUAD - WALLACE EAST (1981) EA0919 EA0919 *CURRENT SURVEY CONTROL EA0919 ___________________________________________________________________ EA0919* NAD 83(1986)- 34 38 45.49637(N) 077 55 07.84959(W) ADJUSTED EA0919* NAVD 88 - 10.131 (meters) 33.24 (feet) ADJUSTED EA0919 ___________________________________________________________________ EA0919 LAPLACE CORR- -3.87 (seconds) DEFLEC99 EA0919 GEOID HEIGHT- -36.39 (meters) GEOID03 EA0919 DYNAMIC HT - 10.121 (meters) 33.21 (feet) COMP EA0919 MODELED GRAV- 979,674.9 (mgal) NAVD 88 EA0919 EA0919 HORZ ORDER - SECOND EA0919 VERT ORDER - SECOND CLASS II EA0919 EA0919.The North Carolina HARNS have been completed but, EA0919.due to contractual restrictions, coordinates for these stations EA0919.will NOT be published in the near future. In the interim, the EA0919.published coordinates in North Carolina will not be EA0919.consistent with the Continuously Operating Reference Stations EA0919.(CORS). The HARN coordinates for these stations are available EA0919.upon request. Contact Gary Thompson(919-733-3836). EA0919. EA0919.In addition, the published North Carolina positions EA0919.(NAD 83 (1986)) are NOT consistent with those determined in EA0919.adjacent state readjustments. The discontinuity between stations EA0919.located in North Carolina and those in adjacent states EA0919.which have been adjusted to the HARN may be as much as 5 EA0919.decimeters. This will result in a significant loss of accuracy EA0919.over lines crossing such state borders. EA0919 EA0919 EA0919.The horizontal coordinates were established by classical geodetic methods EA0919.and adjusted by the National Geodetic Survey in July 1986. EA0919 EA0919.The orthometric height was determined by differential leveling EA0919.and adjusted by the National Geodetic Survey in June 1991. EA0919 EA0919.The Laplace correction was computed from DEFLEC99 derived deflections. EA0919 EA0919.The geoid height was determined by GEOID03. EA0919 EA0919.The dynamic height is computed by dividing the NAVD 88 EA0919.geopotential number by the normal gravity value computed on the EA0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0919.degrees latitude (g = 980.6199 gals.). EA0919 EA0919.The modeled gravity was interpolated from observed gravity values. EA0919 EA0919; North East Units Scale Factor Converg. EA0919;SPC NC - 99,931.188 708,711.805 MT 0.99992809 +0 37 26.4 EA0919;SPC NC - 327,857.57 2,325,165.31 sFT 0.99992809 +0 37 26.4 EA0919;UTM 18 - 3,837,659.843 232,467.039 MT 1.00048228 -1 39 37.3 EA0919;UTM 17 - 3,838,103.226 782,414.407 MT 1.00058318 +1 45 10.1 EA0919 EA0919! - Elev Factor x Scale Factor = Combined Factor EA0919!SPC NC - 1.00000412 x 0.99992809 = 0.99993221 EA0919!UTM 18 - 1.00000412 x 1.00048228 = 1.00048640 EA0919!UTM 17 - 1.00000412 x 1.00058318 = 1.00058730 EA0919 EA0919: Primary Azimuth Mark Grid Az EA0919:SPC NC - TWIN 177 28 33.2 EA0919:UTM 18 - TWIN 179 45 36.9 EA0919:UTM 17 - TWIN 176 20 49.5 EA0919 EA0919|---------------------------------------------------------------------| EA0919| PID Reference Object Distance Geod. Az | EA0919| dddmmss.s | EA0919| EA0918 TWIN APPROX. 0.5 KM 1780559.6 | EA0919| EA2968 BRICK 415.302 METERS 3192658.6 | EA0919|---------------------------------------------------------------------| EA0919 EA0919 SUPERSEDED SURVEY CONTROL EA0919 EA0919 NAD 27 - 34 38 44.90099(N) 077 55 08.89615(W) AD( ) 2 EA0919 NGVD 29 (??/??/92) 10.419 (m) 34.18 (f) ADJ UNCH 2 2 EA0919 EA0919.Superseded values are not recommended for survey control. EA0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0919.See file dsdata.txt to determine how the superseded data were derived. EA0919 EA0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3246737660(NAD 83) EA0919_MARKER: DD = SURVEY DISK EA0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0919_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0919_STAMPING: COX 1968 EA0919 EA0919 HISTORY - Date Condition Report By EA0919 HISTORY - 1968 MONUMENTED NCGS EA0919 HISTORY - 1975 GOOD NCGS EA0919 EA0919 STATION DESCRIPTION EA0919 EA0919'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0919'COX IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA0919'THE VICINITY OF WALLACE, NORTH CAROLINA. EA0919' EA0919'COX IS LOCATED APPPROXIMATELY 7.6 MILES SOUTHEAST OF THE EA0919'CENTER OF WALLACE. TO REACH STATION PROCEED FROM THE EA0919'INTERSECTION OF U.S. 117 BUSINESS-BYPASS ON NORTH SIDE OF BURGAW EA0919'FOR 6.0 MILES TO STATION. WHICH IS ON THE EAST SIDE OF U.S. 117 EA0919'IN NORTHEAST CORNER OF YARD OF A WHITE ONE STORY MASONRY EA0919'HOUSE (THE RESIDENCE OF L. M. COX), 0.7 MILE NORTH OF EA0919'INTERSECTION OF SR 1318 WITH U.S. 117, AND 0.25 MILE SOUTH OF EA0919'INTERSECTION OF SR 1502 WITH U.S. 117. EA0919' EA0919'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0919'COX 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA0919'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EA0919' EA0919'MARK IS EA0919' EA0919'55.7 FT ENE OF C/L OF U.S. 117 EA0919' EA0919'24.6 FT NE OF N END OF CULVERT UNDER DRIVEWAY TO L. M. COXS EA0919'RESIDENCE EA0919' EA0919'35.7 FT NNE OF S END OF CULVERT UNDER DRIVEWAY TO COX EA0919'RESIDENCE EA0919' EA0919'33.3 FT NNW OF 12 INCH PINE TREE (THE NORTHERNMOST IN ROW OF EA0919'PINES) ON EAST SIDE OF U.S. 117, AND WITH ALUMINUM REF. TAG EA0919' EA0919'20.0 FT NW OF C/L OF SOIL DRIVEWAY TO COX RESIDENCE EA0919' EA0919'96.4 FT SSE OF PP 16043 WITH TRANSFORMER ON E SIDE OF EA0919'U.S. 117, AND WITH ALUMINUM REF. TAG EA0919 EA0919 STATION RECOVERY (1975) EA0919 EA0919'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0919'2.5 MI E FROM WATHA. EA0919'COX IS LOCATED APPROXIMATELY 6.5 MILES NORTH OF BURGAW. TO REACH EA0919'STATION FROM THE INTERSECTION OF US 117 BUSINESS - BYPASS ON NORTH EA0919'SIDE OF BURGAW, PROCEED ALONG US 117 FOR 6.0 MILES TO STATION ON THE EA0919'EAST SIDE OF HIGHWAY IN NORTHEAST CORNER OF YARD OF A WHITE ONE STORY EA0919'MASONRY HOUSE (THE RESIDENCE OF L. M. COX), AND 0.25 MILE SOUTH OF EA0919'INTERSECTION WITH SR 1502. 55.7 FT. ENE OF C/L OF US 117, 20.0 FT. NW EA0919'OF C/L OF SOIL DRIVEWAY TO COX RESIDENCE, 24.6 FT. NE OF N END OF EA0919'CULVERT UNDER DRIVEWAY TO RESIDENCE, 35.7 FT. NNE OF S END OF CULVERT EA0919'UNDER DRIVEWAY, 33.3 FT. NNW OF 12 INCH PINE (THE NORTHERNMOST IN ROW EA0919'OF PINES) WITH ALUMINUM REF. TAG, AND 96.4 FT. SSE OF PP NO. 16043 EA0919'WITH TRANSFORMER AND ALUMINUM REF. TAG. DISK IS SET IN CONCRETE EA0919'CYLINDER, FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AI0867 *********************************************************************** AI0867 DESIGNATION - CRAB AZ MK AI0867 PID - AI0867 AI0867 STATE/COUNTY- NC/PENDER AI0867 USGS QUAD - HOLLY RIDGE (1997) AI0867 AI0867 *CURRENT SURVEY CONTROL AI0867 ___________________________________________________________________ AI0867* NAD 83(1986)- 34 24 28.02330(N) 077 34 24.44697(W) ADJUSTED AI0867* NAVD 88 - 2.17 (meters) 7.1 (feet) LEVELING AI0867 ___________________________________________________________________ AI0867 LAPLACE CORR- -2.42 (seconds) DEFLEC99 AI0867 GEOID HEIGHT- -37.39 (meters) GEOID03 AI0867 AI0867 HORZ ORDER - SECOND AI0867 VERT ORDER - THIRD ? AI0867 AI0867.The North Carolina HARNS have been completed but, AI0867.due to contractual restrictions, coordinates for these stations AI0867.will NOT be published in the near future. In the interim, the AI0867.published coordinates in North Carolina will not be AI0867.consistent with the Continuously Operating Reference Stations AI0867.(CORS). The HARN coordinates for these stations are available AI0867.upon request. Contact Gary Thompson(919-733-3836). AI0867. AI0867.In addition, the published North Carolina positions AI0867.(NAD 83 (1986)) are NOT consistent with those determined in AI0867.adjacent state readjustments. The discontinuity between stations AI0867.located in North Carolina and those in adjacent states AI0867.which have been adjusted to the HARN may be as much as 5 AI0867.decimeters. This will result in a significant loss of accuracy AI0867.over lines crossing such state borders. AI0867 AI0867 AI0867.The horizontal coordinates were established by classical geodetic methods AI0867.and adjusted by the National Geodetic Survey in July 1999. AI0867 AI0867.The orthometric height was determined by differential leveling. AI0867.The vertical network tie was performed by a horz. field party for horz. AI0867.obs reductions. Reset procedures were used to establish the elevation. AI0867 AI0867.The Laplace correction was computed from DEFLEC99 derived deflections. AI0867 AI0867.The geoid height was determined by GEOID03. AI0867 AI0867; North East Units Scale Factor Converg. AI0867;SPC NC - 73,912.536 740,751.839 MT 0.99998021 +0 49 24.1 AI0867;SPC NC - 242,494.71 2,430,283.33 sFT 0.99998021 +0 49 24.1 AI0867;UTM 18 - 3,810,374.776 263,459.443 MT 1.00028972 -1 27 17.6 AI0867 AI0867! - Elev Factor x Scale Factor = Combined Factor AI0867!SPC NC - 1.00000553 x 0.99998021 = 0.99998574 AI0867!UTM 18 - 1.00000553 x 1.00028972 = 1.00029525 AI0867 AI0867 SUPERSEDED SURVEY CONTROL AI0867 AI0867.No superseded survey control is available for this station. AI0867 AI0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6345910375(NAD 83) AI0867_MARKER: DZ = AZIMUTH MARK DISK AI0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI0867_STAMPING: CRAB 1988 AI0867_MARK LOGO: NCGS AI0867_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AI0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI0867+STABILITY: SURFACE MOTION AI0867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI0867+SATELLITE: SATELLITE OBSERVATIONS - 1988 AI0867 AI0867 HISTORY - Date Condition Report By AI0867 HISTORY - 1988 MONUMENTED NCGS AI0867 HISTORY - 20050317 POOR USPSQD AI0867 AI0867 STATION DESCRIPTION AI0867 AI0867'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB) AI0867'STATION IS LOCATED IN SURF CITY. ALONG NC 50 FOR 3.20 KM (2.00 MI) AI0867'SOUTHWEST FROM NC 210 IN SURF CITY, OR 6.85 KM (4.25 MI) NORTHEAST OF AI0867'THE TOPSAIL BEACH TOWN HALL, IN SHOULDER. MARK IS 1 FOOT (0.3 M) LOWER AI0867'THAN THE HIGHWAY AND RECESSED 2 INCHES BELOW GROUND. LOCATED 7.77 M AI0867'(25.49 FT) NORTH-NORTHWEST OF THE CENTERLINE OF NC 50, 15.33 M (50.30 AI0867'FT) NORTH OF A MANHOLE COVER--AND 6.71 M (22.01 FT) EAST-NORTHEAST OF AI0867'A POWER POLE WITH A TRANSFORMER, 40.48 M (132.81 FT) WEST-SOUTHWEST OF AI0867'A POWER POLE WITH A TRANSFORMER--BOTH WITH REFERENCE TAGS. AI0867 AI0867 STATION RECOVERY (2005) AI0867 AI0867'RECOVERY NOTE BY US POWER SQUADRON 2005 (PKH) AI0867'MONUMENT RECENTLY UPROOTED AND RESTING ON ITS SIDE. MARK DISK STILL AI0867'ATTACHED TO MONUMENT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1964 *********************************************************************** EB1964 DESIGNATION - CREEK EB1964 PID - EB1964 EB1964 STATE/COUNTY- NC/PENDER EB1964 USGS QUAD - WALLACE WEST (1984) EB1964 EB1964 *CURRENT SURVEY CONTROL EB1964 ___________________________________________________________________ EB1964* NAD 83(1986)- 34 38 59.88883(N) 078 07 11.27555(W) ADJUSTED EB1964* NAVD 88 - 18.8 (meters) 62. (feet) VERTCON EB1964 ___________________________________________________________________ EB1964 LAPLACE CORR- -4.21 (seconds) DEFLEC99 EB1964 GEOID HEIGHT- -35.87 (meters) GEOID03 EB1964 EB1964 HORZ ORDER - SECOND EB1964 EB1964.The North Carolina HARNS have been completed but, EB1964.due to contractual restrictions, coordinates for these stations EB1964.will NOT be published in the near future. In the interim, the EB1964.published coordinates in North Carolina will not be EB1964.consistent with the Continuously Operating Reference Stations EB1964.(CORS). The HARN coordinates for these stations are available EB1964.upon request. Contact Gary Thompson(919-733-3836). EB1964. EB1964.In addition, the published North Carolina positions EB1964.(NAD 83 (1986)) are NOT consistent with those determined in EB1964.adjacent state readjustments. The discontinuity between stations EB1964.located in North Carolina and those in adjacent states EB1964.which have been adjusted to the HARN may be as much as 5 EB1964.decimeters. This will result in a significant loss of accuracy EB1964.over lines crossing such state borders. EB1964 EB1964 EB1964.The horizontal coordinates were established by classical geodetic methods EB1964.and adjusted by the National Geodetic Survey in July 1986. EB1964 EB1964.The NAVD 88 height was computed by applying the VERTCON shift value to EB1964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB1964 EB1964.The Laplace correction was computed from DEFLEC99 derived deflections. EB1964 EB1964.The geoid height was determined by GEOID03. EB1964 EB1964; North East Units Scale Factor Converg. EB1964;SPC NC - 100,192.658 690,286.931 MT 0.99992736 +0 30 28.9 EB1964;SPC NC - 328,715.41 2,264,716.37 sFT 0.99992736 +0 30 28.9 EB1964;UTM 17 - 3,838,001.343 763,977.037 MT 1.00045898 +1 38 18.7 EB1964 EB1964! - Elev Factor x Scale Factor = Combined Factor EB1964!SPC NC - 1.00000267 x 0.99992736 = 0.99993003 EB1964!UTM 17 - 1.00000267 x 1.00045898 = 1.00046165 EB1964 EB1964: Primary Azimuth Mark Grid Az EB1964:SPC NC - PETE 130 44 18.5 EB1964:UTM 17 - PETE 129 36 28.7 EB1964 EB1964|---------------------------------------------------------------------| EB1964| PID Reference Object Distance Geod. Az | EB1964| dddmmss.s | EB1964| EB1965 PETE APPROX. 0.6 KM 1311447.4 | EB1964|---------------------------------------------------------------------| EB1964 EB1964 SUPERSEDED SURVEY CONTROL EB1964 EB1964 NAD 27 - 34 38 59.27774(N) 078 07 12.30551(W) AD( ) 2 EB1964 NGVD 29 (07/19/86) 19.1 (m) 63. (f) VERT ANG EB1964 EB1964.Superseded values are not recommended for survey control. EB1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1964.See file dsdata.txt to determine how the superseded data were derived. EB1964 EB1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6397738001(NAD 83) EB1964_MARKER: DE = TRAVERSE STATION DISK EB1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1964_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB1964_STAMPING: CREEK 1973 EB1964_MARK LOGO: NCGS EB1964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1964+STABILITY: SURFACE MOTION EB1964 EB1964 HISTORY - Date Condition Report By EB1964 HISTORY - 1973 MONUMENTED NCGS EB1964 EB1964 STATION DESCRIPTION EB1964 EB1964'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB1964'CREEK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB1964'VICINITY OF PENDERLEA, NORTH CAROLINA. EB1964' EB1964'CREEK IS LOCATED APPROXIMATELY 3.9 MILES WEST OF PENDERLEA, AND 7.1 EB1964'MILES SE OF HARRELLS. TO REACH STATION FROM INTERSECTION OF US 421 EB1964'WITH THE PENDER-SAMPSON COUNTY LINE WNW OF PENDERLES. GO SE ON US EB1964'421 FOR 2.95 MILES TO STATION ON LEFT SHOULDER, AT DRIVEWAY TO MOBILE EB1964'HOME (JONES RESIDENCE), AND 0.15 MILES NW OF INTERSECTION WITH EB1964'SR 1300 AND MOORES CREEK. EB1964' EB1964'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CREEK EB1964'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 6 EB1964'INCHES BELOW THE GROUND. EB1964' EB1964'MARK IS EB1964' EB1964'29.3 FEET NE OF A C/L OF US 421. EB1964'10.3 FEET NW OF A C/L OF DRIVE. EB1964'79.7 FEET W OF THE NW CORNER OF MOBILE HOME. EB1964'5.8 FEET SSW OF THE NORTH END OF 24 INCH CULVERT UNDER DRIVE. EB1964'139.0 FEET NW OF A 4 FOOT X 4 FOOT SIGN POST W/ALUMINUM REF. TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AI0870 *********************************************************************** AI0870 DESIGNATION - CROCKER AZ MK AI0870 PID - AI0870 AI0870 STATE/COUNTY- NC/PENDER AI0870 USGS QUAD - HAMPSTEAD (1970) AI0870 AI0870 *CURRENT SURVEY CONTROL AI0870 ___________________________________________________________________ AI0870* NAD 83(1986)- 34 21 40.79201(N) 077 38 05.63763(W) ADJUSTED AI0870* NAVD 88 - 2.24 (meters) 7.3 (feet) LEVELING AI0870 ___________________________________________________________________ AI0870 LAPLACE CORR- -3.40 (seconds) DEFLEC99 AI0870 GEOID HEIGHT- -37.34 (meters) GEOID03 AI0870 AI0870 HORZ ORDER - SECOND AI0870 VERT ORDER - THIRD ? AI0870 AI0870.The North Carolina HARNS have been completed but, AI0870.due to contractual restrictions, coordinates for these stations AI0870.will NOT be published in the near future. In the interim, the AI0870.published coordinates in North Carolina will not be AI0870.consistent with the Continuously Operating Reference Stations AI0870.(CORS). The HARN coordinates for these stations are available AI0870.upon request. Contact Gary Thompson(919-733-3836). AI0870. AI0870.In addition, the published North Carolina positions AI0870.(NAD 83 (1986)) are NOT consistent with those determined in AI0870.adjacent state readjustments. The discontinuity between stations AI0870.located in North Carolina and those in adjacent states AI0870.which have been adjusted to the HARN may be as much as 5 AI0870.decimeters. This will result in a significant loss of accuracy AI0870.over lines crossing such state borders. AI0870 AI0870 AI0870.The horizontal coordinates were established by classical geodetic methods AI0870.and adjusted by the National Geodetic Survey in July 1999. AI0870 AI0870.The orthometric height was determined by differential leveling. AI0870.The vertical network tie was performed by a horz. field party for horz. AI0870.obs reductions. Reset procedures were used to establish the elevation. AI0870 AI0870.The Laplace correction was computed from DEFLEC99 derived deflections. AI0870 AI0870.The geoid height was determined by GEOID03. AI0870 AI0870; North East Units Scale Factor Converg. AI0870;SPC NC - 68,680.652 735,174.343 MT 0.99999236 +0 47 16.4 AI0870;SPC NC - 225,329.77 2,411,984.49 sFT 0.99999236 +0 47 16.4 AI0870;UTM 18 - 3,805,367.019 257,676.630 MT 1.00032387 -1 29 16.4 AI0870 AI0870! - Elev Factor x Scale Factor = Combined Factor AI0870!SPC NC - 1.00000551 x 0.99999236 = 0.99999787 AI0870!UTM 18 - 1.00000551 x 1.00032387 = 1.00032938 AI0870 AI0870 SUPERSEDED SURVEY CONTROL AI0870 AI0870.No superseded survey control is available for this station. AI0870 AI0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5767705367(NAD 83) AI0870_MARKER: DZ = AZIMUTH MARK DISK AI0870_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AI0870_SP_SET: CONCRETE SIDEWALK AI0870_STAMPING: CROCKER 1988 AI0870_MARK LOGO: NCGS AI0870_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AI0870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AI0870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI0870+SATELLITE: SATELLITE OBSERVATIONS - 1988 AI0870 AI0870 HISTORY - Date Condition Report By AI0870 HISTORY - 1988 MONUMENTED NCGS AI0870 AI0870 STATION DESCRIPTION AI0870 AI0870'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB) AI0870'STATION IS LOCATED IN THE TOWN OF TOPSAIL BEACH. ALONG NC 50 (SOUTH AI0870'ANDERSON BLVD.) FOR 0.65 KM (0.40 MI) SOUTHWEST FROM THE TOPSAIL BEACH AI0870'TOWN HALL, NEAR THE SOUTHWEST END OF A BRICK WALL. MARK IS ABOUT LEVEL AI0870'WITH HIGHWAY AND FLUSH WITH GROUND. LOCATED 10.67 M (35.01 FT) AI0870'SOUTH-SOUTHEAST OF THE CENTERLINE OF NC 50, 10.52 M (34.51 FT) AI0870'NORTHEAST OF THE CENTERLINE OF SCOTT AVENUE, 19.66 M (64.50 FT) AI0870'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A TWO STORY BRICK BUILDING, AI0870'AND 24.69 M (81.00 FT) EAST-SOUTHEAST OF A HYDRANT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2088 *********************************************************************** EB2088 DESIGNATION - CROSSTIE EB2088 PID - EB2088 EB2088 STATE/COUNTY- NC/PENDER EB2088 USGS QUAD - CURRIE (1988) EB2088 EB2088 *CURRENT SURVEY CONTROL EB2088 ___________________________________________________________________ EB2088* NAD 83(1986)- 34 28 41.76645(N) 078 03 00.17683(W) ADJUSTED EB2088* NAVD 88 - 8.6 (meters) 28. (feet) VERTCON EB2088 ___________________________________________________________________ EB2088 LAPLACE CORR- -3.57 (seconds) DEFLEC99 EB2088 GEOID HEIGHT- -36.08 (meters) GEOID03 EB2088 EB2088 HORZ ORDER - SECOND EB2088 EB2088.The North Carolina HARNS have been completed but, EB2088.due to contractual restrictions, coordinates for these stations EB2088.will NOT be published in the near future. In the interim, the EB2088.published coordinates in North Carolina will not be EB2088.consistent with the Continuously Operating Reference Stations EB2088.(CORS). The HARN coordinates for these stations are available EB2088.upon request. Contact Gary Thompson(919-733-3836). EB2088. EB2088.In addition, the published North Carolina positions EB2088.(NAD 83 (1986)) are NOT consistent with those determined in EB2088.adjacent state readjustments. The discontinuity between stations EB2088.located in North Carolina and those in adjacent states EB2088.which have been adjusted to the HARN may be as much as 5 EB2088.decimeters. This will result in a significant loss of accuracy EB2088.over lines crossing such state borders. EB2088 EB2088 EB2088.The horizontal coordinates were established by classical geodetic methods EB2088.and adjusted by the National Geodetic Survey in July 1986. EB2088 EB2088.The NAVD 88 height was computed by applying the VERTCON shift value to EB2088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2088 EB2088.The Laplace correction was computed from DEFLEC99 derived deflections. EB2088 EB2088.The geoid height was determined by GEOID03. EB2088 EB2088; North East Units Scale Factor Converg. EB2088;SPC NC - 81,206.323 696,862.764 MT 0.99996301 +0 32 53.8 EB2088;SPC NC - 266,424.41 2,286,290.58 sFT 0.99996301 +0 32 53.8 EB2088;UTM 17 - 3,819,137.840 770,928.641 MT 1.00050486 +1 40 15.5 EB2088;UTM 18 - 3,819,410.675 219,875.073 MT 1.00056734 -1 43 39.9 EB2088 EB2088! - Elev Factor x Scale Factor = Combined Factor EB2088!SPC NC - 1.00000431 x 0.99996301 = 0.99996732 EB2088!UTM 17 - 1.00000431 x 1.00050486 = 1.00050917 EB2088!UTM 18 - 1.00000431 x 1.00056734 = 1.00057165 EB2088 EB2088: Primary Azimuth Mark Grid Az EB2088:SPC NC - ROWE 336 47 26.0 EB2088:UTM 17 - ROWE 335 40 04.3 EB2088:UTM 18 - ROWE 339 03 59.7 EB2088 EB2088|---------------------------------------------------------------------| EB2088| PID Reference Object Distance Geod. Az | EB2088| dddmmss.s | EB2088| EB2086 ROWE APPROX. 0.9 KM 3372019.8 | EB2088|---------------------------------------------------------------------| EB2088 EB2088 SUPERSEDED SURVEY CONTROL EB2088 EB2088 NAD 27 - 34 28 41.16298(N) 078 03 01.19745(W) AD( ) 2 EB2088 NGVD 29 (07/19/86) 8.9 (m) 29. (f) VERT ANG EB2088 EB2088.Superseded values are not recommended for survey control. EB2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2088.See file dsdata.txt to determine how the superseded data were derived. EB2088 EB2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU7092919138(NAD 83) EB2088_MARKER: DE = TRAVERSE STATION DISK EB2088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2088_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2088_STAMPING: CROSSTIE 1973 EB2088_MARK LOGO: NCGS EB2088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2088+STABILITY: SURFACE MOTION EB2088 EB2088 HISTORY - Date Condition Report By EB2088 HISTORY - 1973 MONUMENTED NCGS EB2088 EB2088 STATION DESCRIPTION EB2088 EB2088'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB2088'CROSSTIE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2088'THE VICINITY OF CURRIE, NORTH CAROLINA. EB2088' EB2088'CROSSTIE IS LOCATED APPROXIMATELY 03.1 MILES ENE OF CURRIE, AND EB2088'08.8 MILES SW OF BURGAW. TO REACH THE STATION FROM THE INTERSECTION EB2088'1.4 MILES TO FARM ROAD (EAST) AND STATION ON THE RIGHT EB2088'APPROXIMATELY 25 FEET SW OF WEST END OF FIELD DITCH AND ON THE EB2088'NORTH SIDE OF LANE ENTRANCE. 1.0 MILES SOUTH OF INTERSECTION WITH EB2088'SR 1119 (SW). EB2088' EB2088'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED CROSSTIE EB2088'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3 EB2088'INCHES BELOW THE SURFACE OF THE GROUND. EB2088' EB2088'MARK IS EB2088' EB2088'30.9 FEET E OF C/L OF US 421. EB2088'8.5 FEET N OF C/L OF FARM ROAD. EB2088'32.0 FEET NW OF 4 INCH X 6 INCH POST ON SOUTH EDGE OF FARM ROAD. EB2088'35.2 FEET W OF PP NO. 13388 W/ALUMINUM REF. TAG. EB2088'15.5 FEET W OF A NORTH END OF CULVERT UNDER LANE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB0168 *********************************************************************** EB0168 DESIGNATION - CURRIE=X 21 EB0168 PID - EB0168 EB0168 STATE/COUNTY- NC/PENDER EB0168 USGS QUAD - CURRIE (1988) EB0168 EB0168 *CURRENT SURVEY CONTROL EB0168 ___________________________________________________________________ EB0168* NAD 83(1986)- 34 27 54.04424(N) 078 06 11.68115(W) ADJUSTED EB0168* NAVD 88 - 10.048 (meters) 32.97 (feet) ADJUSTED EB0168 ___________________________________________________________________ EB0168 LAPLACE CORR- -3.47 (seconds) DEFLEC99 EB0168 GEOID HEIGHT- -35.95 (meters) GEOID03 EB0168 DYNAMIC HT - 10.038 (meters) 32.93 (feet) COMP EB0168 MODELED GRAV- 979,679.3 (mgal) NAVD 88 EB0168 EB0168 HORZ ORDER - FIRST EB0168 VERT ORDER - FIRST CLASS II EB0168 EB0168.The North Carolina HARNS have been completed but, EB0168.due to contractual restrictions, coordinates for these stations EB0168.will NOT be published in the near future. In the interim, the EB0168.published coordinates in North Carolina will not be EB0168.consistent with the Continuously Operating Reference Stations EB0168.(CORS). The HARN coordinates for these stations are available EB0168.upon request. Contact Gary Thompson(919-733-3836). EB0168. EB0168.In addition, the published North Carolina positions EB0168.(NAD 83 (1986)) are NOT consistent with those determined in EB0168.adjacent state readjustments. The discontinuity between stations EB0168.located in North Carolina and those in adjacent states EB0168.which have been adjusted to the HARN may be as much as 5 EB0168.decimeters. This will result in a significant loss of accuracy EB0168.over lines crossing such state borders. EB0168 EB0168 EB0168.The horizontal coordinates were established by classical geodetic methods EB0168.and adjusted by the National Geodetic Survey in July 1986. EB0168 EB0168.The orthometric height was determined by differential leveling EB0168.and adjusted by the National Geodetic Survey in June 1991. EB0168 EB0168.The Laplace correction was computed from DEFLEC99 derived deflections. EB0168 EB0168.The geoid height was determined by GEOID03. EB0168 EB0168.The dynamic height is computed by dividing the NAVD 88 EB0168.geopotential number by the normal gravity value computed on the EB0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB0168.degrees latitude (g = 980.6199 gals.). EB0168 EB0168.The modeled gravity was interpolated from observed gravity values. EB0168 EB0168; North East Units Scale Factor Converg. EB0168;SPC NC - 79,690.464 691,989.685 MT 0.99996613 +0 31 03.3 EB0168;SPC NC - 261,451.13 2,270,302.82 sFT 0.99996613 +0 31 03.3 EB0168;UTM 17 - 3,817,525.949 766,083.659 MT 1.00047278 +1 38 24.9 EB0168 EB0168! - Elev Factor x Scale Factor = Combined Factor EB0168!SPC NC - 1.00000407 x 0.99996613 = 0.99997020 EB0168!UTM 17 - 1.00000407 x 1.00047278 = 1.00047685 EB0168 EB0168: Primary Azimuth Mark Grid Az EB0168:SPC NC - MONTAGUE=W 21 128 30 04.5 EB0168:UTM 17 - MONTAGUE=W 21 127 22 42.9 EB0168 EB0168|---------------------------------------------------------------------| EB0168| PID Reference Object Distance Geod. Az | EB0168| dddmmss.s | EB0168| EB0167 MONTAGUE=W 21 APPROX. 2.9 KM 1290107.8 | EB0168| EB3714 CURRIE RM 23.160 METERS 14139 | EB0168|---------------------------------------------------------------------| EB0168 EB0168 SUPERSEDED SURVEY CONTROL EB0168 EB0168 NAD 27 - 34 27 53.44700(N) 078 06 12.70500(W) AD( ) 1 EB0168 NGVD 29 (10/06/93) 10.327 (m) 33.88 (f) ADJUSTED 1 2 EB0168 EB0168.Superseded values are not recommended for survey control. EB0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB0168.See file dsdata.txt to determine how the superseded data were derived. EB0168 EB0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6608417526(NAD 83) EB0168_MARKER: DS = TRIANGULATION STATION DISK EB0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB0168_STAMPING: CURRIE 1918 X 21 33.474 EB0168_MARK LOGO: CGS EB0168_PROJECTION: PROJECTING 5 CENTIMETERS EB0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB0168+STABILITY: SURFACE MOTION EB0168 EB0168 HISTORY - Date Condition Report By EB0168 HISTORY - 1918 MONUMENTED CGS EB0168 HISTORY - 1934 GOOD CGS EB0168 HISTORY - 1973 MARK NOT FOUND NGS EB0168 HISTORY - 1980 GOOD NCGS EB0168 HISTORY - 1980 GOOD NCGS EB0168 EB0168 STATION DESCRIPTION EB0168 EB0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS) EB0168'ABOUT ONE FOURTH MILE NORTH OF RAILROAD STATION AT CURRIE, ON FIRST EB0168'CURVE OF ATLANTIC COAST LINE RAILROAD NORTH OF CURRIE, ON EB0168'PROLONGATION OF TANGENT TO LEFT RAIL TOWARD CURRIE, AMONG PINE TREES, EB0168'AND ABOUT 30 METERS (98 FEET) EAST OF TRACK. SURFACE MARK IS EB0168'STANDARD DISK STATION MARK IN CONCRETE. EB0168'UNDERGROUND MARK IS NAIL IN CONCRETE. EB0168' EB0168'REFERENCE MARK IS STANDARD REFERENCE DISK EB0168'IN CONCRETE, 15 METERS (49 FEET) FROM TRACK, AND 23.16 EB0168'METERS (76.0 FEET) FROM STATION S 38 DEG 22 MIN E. EB0168' EB0168'STATION DENNEYS IS VISIBLE FROM GROUND N 85 DEG 06 MIN W. EB0168'STATION MONTAGAUE IS VISIBLE FROM GROUND S 50 DEG 58 MIN E. EB0168 EB0168 STATION RECOVERY (1934) EB0168 EB0168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 EB0168'0.2 MI NW FROM CURRIE. EB0168'1/4 MILE NORTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM EB0168'THE STATION AT CURRIE, PENDER COUNTY, AT THE FIRST CURVE EB0168'NORTHWEST OF THE STATION, AT THE INTERSECTION OF THE PROLONGATIONS EB0168'OF THE TANGENTS, IN A PINE WOODS, OPPOSITE A CUT, 30 YARDS EAST EB0168'OF THE EAST RAIL, 10 FEET HIGHER THAN THE TRACK AND SET IN THE EB0168'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND. EB0168 EB0168 STATION RECOVERY (1973) EB0168 EB0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JMC) EB0168'SEARCHED FOR 2 TIMES, BUT UNABALE TO LOCATE, HEAVY TIMBER MADE IT EB0168'IMPOSSIBLE TO INTERSECT TANGENTS. EB0168 EB0168 STATION RECOVERY (1980) EB0168 EB0168'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EB0168'THE STATION WAS RECOVERED IN GOOD CONDITION. THE RAILROAD WAS EB0168'DISMANTLED. NOTE THE FOLLOWING UPDATES. THE MARK IS 90.5 FEET EB0168'NORTHEAST OF THE CENTER OF AN OLD RAILROAD BED, 21.1 FEET SOUTH OF A EB0168'12 INCH OAK WITH REFERENCE TAG, 13.4 FEET NORTHEAST OF AN 8 INCH OAK EB0168'WITH REFERENCE TAG, 38.2 FEET SOUTHWEST OF A 15 INCH OAK WITH EB0168'REFERENCE TAG AND 1.5 FEET SOUTHWEST OF A WITNESS POST. EB0168 EB0168 STATION RECOVERY (1980) EB0168 EB0168'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EB0168'0.2 MILE NORTHWEST ALONG OLD SEABOARD COAST LINE RAILROAD BED FROM EB0168'INTERSECTION OF N.C. 210 WITH SR 1120 AT POST OFFICE IN CURRIE AND ON EB0168'NORTHEAST SIDE OF RAILROAD BED, 90.5 FEET NORTHEAST OF RAILROAD BED, EB0168'21.1 FEET SOUTH OF 12 INCH OAK WITH REFERENCE TAG, 38.2 FEET SOUTHWEST EB0168'OF 15 INCH OAK WITH REFERENCE TAG AND 13.4 FEET NORTHEAST OF 8 INCH EB0168'OAK WITH REFERENCE TAG. EB0168'THE MARK IS 1.5 FT SW FROM A WITNESS POST. EB0168'THE MARK IS 10 FT ABOVE RAILROAD BED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0913 *********************************************************************** EA0913 DESIGNATION - CURVE EA0913 PID - EA0913 EA0913 STATE/COUNTY- NC/PENDER EA0913 USGS QUAD - BURGAW (1988) EA0913 EA0913 *CURRENT SURVEY CONTROL EA0913 ___________________________________________________________________ EA0913* NAD 83(1986)- 34 35 43.41759(N) 077 55 39.06687(W) ADJUSTED EA0913* NAVD 88 - 14.472 (meters) 47.48 (feet) ADJUSTED EA0913 ___________________________________________________________________ EA0913 LAPLACE CORR- -4.06 (seconds) DEFLEC99 EA0913 GEOID HEIGHT- -36.38 (meters) GEOID03 EA0913 DYNAMIC HT - 14.458 (meters) 47.43 (feet) COMP EA0913 MODELED GRAV- 979,675.0 (mgal) NAVD 88 EA0913 EA0913 HORZ ORDER - SECOND EA0913 VERT ORDER - SECOND CLASS II EA0913 EA0913.The North Carolina HARNS have been completed but, EA0913.due to contractual restrictions, coordinates for these stations EA0913.will NOT be published in the near future. In the interim, the EA0913.published coordinates in North Carolina will not be EA0913.consistent with the Continuously Operating Reference Stations EA0913.(CORS). The HARN coordinates for these stations are available EA0913.upon request. Contact Gary Thompson(919-733-3836). EA0913. EA0913.In addition, the published North Carolina positions EA0913.(NAD 83 (1986)) are NOT consistent with those determined in EA0913.adjacent state readjustments. The discontinuity between stations EA0913.located in North Carolina and those in adjacent states EA0913.which have been adjusted to the HARN may be as much as 5 EA0913.decimeters. This will result in a significant loss of accuracy EA0913.over lines crossing such state borders. EA0913 EA0913 EA0913.The horizontal coordinates were established by classical geodetic methods EA0913.and adjusted by the National Geodetic Survey in July 1986. EA0913 EA0913.The orthometric height was determined by differential leveling EA0913.and adjusted by the National Geodetic Survey in June 1991. EA0913 EA0913.The Laplace correction was computed from DEFLEC99 derived deflections. EA0913 EA0913.The geoid height was determined by GEOID03. EA0913 EA0913.The dynamic height is computed by dividing the NAVD 88 EA0913.geopotential number by the normal gravity value computed on the EA0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0913.degrees latitude (g = 980.6199 gals.). EA0913 EA0913.The modeled gravity was interpolated from observed gravity values. EA0913 EA0913; North East Units Scale Factor Converg. EA0913;SPC NC - 94,312.529 707,977.523 MT 0.99993773 +0 37 08.4 EA0913;SPC NC - 309,423.69 2,322,756.26 sFT 0.99993773 +0 37 08.4 EA0913;UTM 18 - 3,832,071.813 231,508.963 MT 1.00048862 -1 39 47.4 EA0913;UTM 17 - 3,832,467.553 781,790.444 MT 1.00057885 +1 44 44.3 EA0913 EA0913! - Elev Factor x Scale Factor = Combined Factor EA0913!SPC NC - 1.00000344 x 0.99993773 = 0.99994117 EA0913!UTM 18 - 1.00000344 x 1.00048862 = 1.00049206 EA0913!UTM 17 - 1.00000344 x 1.00057885 = 1.00058229 EA0913 EA0913: Primary Azimuth Mark Grid Az EA0913:SPC NC - ENNIS 169 22 24.5 EA0913:UTM 18 - ENNIS 171 39 20.3 EA0913:UTM 17 - ENNIS 168 14 48.6 EA0913 EA0913|---------------------------------------------------------------------| EA0913| PID Reference Object Distance Geod. Az | EA0913| dddmmss.s | EA0913| EA0914 BEAR APPROX. 0.6 KM 0122831.6 | EA0913| EA0912 ENNIS APPROX. 2.5 KM 1695932.9 | EA0913|---------------------------------------------------------------------| EA0913 EA0913 SUPERSEDED SURVEY CONTROL EA0913 EA0913 NAD 27 - 34 35 42.82182(N) 077 55 40.10393(W) AD( ) 2 EA0913 NGVD 29 (??/??/92) 14.762 (m) 48.43 (f) ADJ UNCH 2 2 EA0913 EA0913.Superseded values are not recommended for survey control. EA0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0913.See file dsdata.txt to determine how the superseded data were derived. EA0913 EA0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3150932072(NAD 83) EA0913_MARKER: DD = SURVEY DISK EA0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0913_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0913_STAMPING: CURVE 1968 EA0913 EA0913 HISTORY - Date Condition Report By EA0913 HISTORY - 1968 MONUMENTED NCGS EA0913 HISTORY - 1975 GOOD NCGS EA0913 EA0913 STATION DESCRIPTION EA0913 EA0913'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0913'CURVE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA0913'IN THE VICINITY OF BURGAW, NORTH CAROLINA. EA0913' EA0913'CURVE IS LOCATED APPROXIMATELY 2.8 MILES NORTH OF THE CENTER EA0913'OF BURGAW. TO REACH STATION PROCEED FROM THE INTERSECTION EA0913'OF U.S. 117 BUSINESS AND BYPASS ON NORTH SIDE OF BURGAW, GO EA0913'NORTH ON U.S. 117 FOR 2.4 MILES TO STATION. WHICH IS IN EA0913'CURVE ON WEST SHOULDER OF U.S. 117, IN LINE BETWEEN PP 791 EA0913'AND HIGHWAY AND 0.1 MILE SOUTH OF INTERSECTION OF SR 1347 EA0913'AND U.S. 117. EA0913' EA0913'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0913'CURVE 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA0913'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EA0913' EA0913'MARK IS EA0913' EA0913'20.1 FT W OF C/L OF U.S. 117 EA0913' EA0913'81.2 FT WSW OF 30 INCH PINE WITH ALUMINUM REF. TAG ON E SIDE EA0913'OF U.S. 117 EA0913' EA0913'64.3 FT WNW OF 30 INCH PINE WITH ALUMINUM REF. TAG ON E SIDE EA0913'OF U.S. 117 EA0913' EA0913'80.3 FT NW OF 4X4 POST WITH ROAD INTERSECTION SIGN ON E EA0913'SHOULDER OF U.S. 117, AND WITH ALUMINUM REF. TAG EA0913' EA0913'54.9 FT E OF PP 791 WITH ALUMINUM REF. TAG IN CULTIVATED EA0913'FIELD ON W SIDE OF U.S. 117 EA0913 EA0913 STATION RECOVERY (1975) EA0913 EA0913'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0913'3.0 MI N FROM BURGAW. EA0913'TO REACH STATION FROM THE INTERSECTION OF US 117 BUSINESS AND BYPASS EA0913'ON NORTH SIDE OF BURGAW, PROCEED NORTH ON US 117 FOR 2.4 MILES TO EA0913'STATION IN CURVE IN WEST SHOULDER OF HIGHWAY, IN LINE BETWEEN PP NO. EA0913'791 AND HIGHWAY, AND 0.1 MILE SOUTH OF INTERSECTION WITH SR 1347. 20.1 EA0913'FT. W OF C/L OF US 117, 54.9 FT. E OF PP NO. 791 WITH ALUMINUM REF. EA0913'TAG IN CULTIVATED FIELD ON W SIDE OF US 117, 81.2 FT. WSW OF 30 INCH EA0913'PINE WITH ALUMINUM REF. TAG ON E SIDE OF HIGHWAY, 64.3 FT. WNW OF 30 EA0913'INCH PINE WITH ALUMINUM REF. TAG ON E SIDE OF HIGHWAY, AND 80.3 FT NW EA0913'OF ROAD INTERSECTION SIGN POST WITH ALUMINUM REF. TAG ON E SHOULDER. EA0913'DISK IS SET IN CONCRETE CYLINDER, 3 INCHES BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1074 *********************************************************************** EA1074 DESIGNATION - CYPRESS EA1074 PID - EA1074 EA1074 STATE/COUNTY- NC/PENDER EA1074 USGS QUAD - MAPLE HILL (1981) EA1074 EA1074 *CURRENT SURVEY CONTROL EA1074 ___________________________________________________________________ EA1074* NAD 83(1986)- 34 40 45.89164(N) 077 41 18.74795(W) ADJUSTED EA1074* NAVD 88 - 11.099 (meters) 36.41 (feet) ADJUSTED EA1074 ___________________________________________________________________ EA1074 LAPLACE CORR- -3.10 (seconds) DEFLEC99 EA1074 GEOID HEIGHT- -36.87 (meters) GEOID03 EA1074 DYNAMIC HT - 11.088 (meters) 36.38 (feet) COMP EA1074 MODELED GRAV- 979,671.8 (mgal) NAVD 88 EA1074 EA1074 HORZ ORDER - SECOND EA1074 VERT ORDER - SECOND CLASS II EA1074 EA1074.The North Carolina HARNS have been completed but, EA1074.due to contractual restrictions, coordinates for these stations EA1074.will NOT be published in the near future. In the interim, the EA1074.published coordinates in North Carolina will not be EA1074.consistent with the Continuously Operating Reference Stations EA1074.(CORS). The HARN coordinates for these stations are available EA1074.upon request. Contact Gary Thompson(919-733-3836). EA1074. EA1074.In addition, the published North Carolina positions EA1074.(NAD 83 (1986)) are NOT consistent with those determined in EA1074.adjacent state readjustments. The discontinuity between stations EA1074.located in North Carolina and those in adjacent states EA1074.which have been adjusted to the HARN may be as much as 5 EA1074.decimeters. This will result in a significant loss of accuracy EA1074.over lines crossing such state borders. EA1074 EA1074 EA1074.The horizontal coordinates were established by classical geodetic methods EA1074.and adjusted by the National Geodetic Survey in July 1986. EA1074 EA1074.The orthometric height was determined by differential leveling EA1074.and adjusted by the National Geodetic Survey in June 1991. EA1074 EA1074.The Laplace correction was computed from DEFLEC99 derived deflections. EA1074 EA1074.The geoid height was determined by GEOID03. EA1074 EA1074.The dynamic height is computed by dividing the NAVD 88 EA1074.geopotential number by the normal gravity value computed on the EA1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1074.degrees latitude (g = 980.6199 gals.). EA1074 EA1074.The modeled gravity was interpolated from observed gravity values. EA1074 EA1074; North East Units Scale Factor Converg. EA1074;SPC NC - 103,895.005 729,774.106 MT 0.99992214 +0 45 25.0 EA1074;SPC NC - 340,862.20 2,394,267.21 sFT 0.99992214 +0 45 25.0 EA1074;UTM 18 - 3,840,781.935 253,681.052 MT 1.00034789 -1 31 49.8 EA1074 EA1074! - Elev Factor x Scale Factor = Combined Factor EA1074!SPC NC - 1.00000404 x 0.99992214 = 0.99992618 EA1074!UTM 18 - 1.00000404 x 1.00034789 = 1.00035194 EA1074 EA1074: Primary Azimuth Mark Grid Az EA1074:SPC NC - RAY 047 34 22.4 EA1074:UTM 18 - RAY 049 51 37.2 EA1074 EA1074|---------------------------------------------------------------------| EA1074| PID Reference Object Distance Geod. Az | EA1074| dddmmss.s | EA1074| EA1080 RAY APPROX. 1.9 KM 0481947.4 | EA1074|---------------------------------------------------------------------| EA1074 EA1074 SUPERSEDED SURVEY CONTROL EA1074 EA1074 NAD 27 - 34 40 45.28565(N) 077 41 19.82992(W) AD( ) 2 EA1074 NGVD 29 (??/??/92) 11.404 (m) 37.41 (f) ADJ UNCH 2 2 EA1074 EA1074.Superseded values are not recommended for survey control. EA1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1074.See file dsdata.txt to determine how the superseded data were derived. EA1074 EA1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5368140782(NAD 83) EA1074_MARKER: DD = SURVEY DISK EA1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1074_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1074_STAMPING: CYPRESS 1974 EA1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1074+STABILITY: SURFACE MOTION EA1074 EA1074 HISTORY - Date Condition Report By EA1074 HISTORY - 1974 MONUMENTED NCGS EA1074 HISTORY - 1974 GOOD NCGS EA1074 EA1074 STATION DESCRIPTION EA1074 EA1074'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA1074'CYPRESS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA1074'THE VICINITY OF BURGAW, NORTH CAROLINA. EA1074' EA1074'CYPRESS IS LOCATED APPROXIMATELY 16.2 MILES ENE OF BURGAW, AND 1.3 EA1074'MILES NNE OF MAPLE HILL. TO REACH STATION FROM INTERSECTION OF EA1074'NC 53 AND NC 50 NORTHWEST OF MAPLE HILL, PROCEED EASTERLY ALONG NC EA1074'53 FOR 1.45 MILES TO SR 1520 AND STATION IN SOUTHEAST QUADRANT OF EA1074'INTERSECTION. EA1074' EA1074'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1074'CYPRESS 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA1074'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND. EA1074' EA1074'MARK IS 21.7 FT SE OF C/L OF NC 53 EA1074' EA1074'177.1 FT E OF C/L OF SR 1520 EA1074' EA1074'88.5 FT W OF 14 INCH PINE WITH ALUMINUM REF. TAG EA1074' EA1074'86.2 FT W OF SPEED LIMIT SIGN POST WITH ALUMINUM REF. TAG EA1074' EA1074'32.5 FT NW OF 8 INCH PINE WITH ALUMINUM REF. TAG EA1074' EA1074'106.3 FT NE OF SCOTCHMAN GROCERIES SIGN POST WITH ALUMINUM REF. TAG EA1074' EA1074'85.4 FT E OF SIGN POST WITH ALUMINUM REF. TAG EA1074 EA1074 STATION RECOVERY (1974) EA1074 EA1074'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 EA1074'1.3 MI NNE FROM MAPLE HILL. EA1074'STATION IS LOCATED APPROXIMATELY 16.2 MILES ENE OF BURGAW, TO REACH EA1074'STATION FROM INTERSECTION OF NC 53 AND NC 50 NORTHWEST OF MAPLE HILL, EA1074'PROCEED EASTERLY ALONG NC 53 FOR 1.45 MILES TO SR 1520 AND STATION IN EA1074'SOUTHEAST QUADRANT OF INTERSECTION. 21.7 FT. SE OF C/L OF NC 53, EA1074'177.1 FT. E OF C/L OF SR 1520, 88.5 FT. W OF 14 INCH PINE WITH EA1074'ALUMINUM REF. TAG, 86.2 FT. W OF SPEED LIMIT SIGN POST WITH ALUMINUM EA1074'REF. TAG, 32.5 FT. NW OF 8 INCH PINE WITH ALUMINUM REF. TAG, 85.4 FT. EA1074'E OF SIGN POST WITH ALUMINUM REF. TAG, AND 106.3 FT. NE OF SCOTCHMAN EA1074'GROCERIES SIGN POST WITH ALUMINUM REF. TAG. DISK IS SET IN CONCRETE EA1074'CYLINDER, 6 INCHES BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 DG8327 *********************************************************************** DG8327 DESIGNATION - DEAD DG8327 PID - DG8327 DG8327 STATE/COUNTY- NC/PENDER DG8327 USGS QUAD - TOPSAIL (1970) DG8327 DG8327 *CURRENT SURVEY CONTROL DG8327 ___________________________________________________________________ DG8327* NAD 83(1986)- 34 23 24.69907(N) 077 40 58.32844(W) ADJUSTED DG8327* NAVD 88 - 14.1 (meters) 46. (feet) VERT ANG DG8327 ___________________________________________________________________ DG8327 LAPLACE CORR- -3.71 (seconds) DEFLEC99 DG8327 GEOID HEIGHT- -37.17 (meters) GEOID03 DG8327 DG8327 HORZ ORDER - SECOND DG8327 DG8327.The North Carolina HARNS have been completed but, DG8327.due to contractual restrictions, coordinates for these stations DG8327.will NOT be published in the near future. In the interim, the DG8327.published coordinates in North Carolina will not be DG8327.consistent with the Continuously Operating Reference Stations DG8327.(CORS). The HARN coordinates for these stations are available DG8327.upon request. Contact Gary Thompson(919-733-3836). DG8327. DG8327.In addition, the published North Carolina positions DG8327.(NAD 83 (1986)) are NOT consistent with those determined in DG8327.adjacent state readjustments. The discontinuity between stations DG8327.located in North Carolina and those in adjacent states DG8327.which have been adjusted to the HARN may be as much as 5 DG8327.decimeters. This will result in a significant loss of accuracy DG8327.over lines crossing such state borders. DG8327 DG8327 DG8327.The horizontal coordinates were established by classical geodetic methods DG8327.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in November 2004. DG8327 DG8327.The orthometric height was determined by vertical angle observations. DG8327 DG8327.The Laplace correction was computed from DEFLEC99 derived deflections. DG8327 DG8327.The geoid height was determined by GEOID03. DG8327 DG8327; North East Units Scale Factor Converg. DG8327;SPC NC - 71,822.477 730,719.485 MT 0.99998474 +0 45 36.8 DG8327;SPC NC - 235,637.58 2,397,368.84 sFT 0.99998474 +0 45 36.8 DG8327;UTM 18 - 3,808,684.441 253,348.554 MT 1.00034996 -1 30 58.0 DG8327 DG8327! - Elev Factor x Scale Factor = Combined Factor DG8327!SPC NC - 1.00000362 x 0.99998474 = 0.99998836 DG8327!UTM 18 - 1.00000362 x 1.00034996 = 1.00035358 DG8327 DG8327 SUPERSEDED SURVEY CONTROL DG8327 DG8327.No superseded survey control is available for this station. DG8327 DG8327_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5334908684(NAD 83) DG8327_MARKER: DH = HORIZONTAL CONTROL DISK DG8327_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. DG8327_SP_SET: CONCRETE HANDICAP RAMP DG8327_STAMPING: DEAD 1999 DG8327_MARK LOGO: NCGS DG8327_MAGNETIC: O = OTHER; SEE DESCRIPTION DG8327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DG8327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8327+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2005 DG8327 DG8327 HISTORY - Date Condition Report By DG8327 HISTORY - 1999 MONUMENTED NCGS DG8327 HISTORY - 20050312 GOOD USPSQD DG8327 DG8327 STATION DESCRIPTION DG8327 DG8327'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH) DG8327'STATION IS LOCATED ABOUT 17.8 MI (28.6 KM) SOUTHEAST OF BURGAW AND 2.4 DG8327'MI (3.9 KM) NORTHEAST OF HAMPSTEAD. ALONG US 17 FOR 0.45 MI (0.72 KM) DG8327'SOUTHWEST FROM THE INTERSECTION OF US 17 AND VISTA DRIVE AT TOPSAIL DG8327'HIGH SCHOOL, OR ALONG US 17 FOR 2.3 MI (3.7 KM) NORTHEAST FROM THE DG8327'INTERSECTION OF US 17 AND NC 210 NEAR HAMPSTEAD. MARK IS ABOUT LEVEL DG8327'WITH US 17 AND IS FLUSH WITH THE CONCRETE HANDICAP RAMP. LOCATED 28.8 DG8327'FT (8.8 M) SOUTHEAST OF THE CENTERLINE OF US 17 NORTHBOUND LANES, 20.9 DG8327'FT (6.4 M) NORTH OF AN 8-IN X 8-IN METAL SCOTCHMAN SIGN POST, 28.2 FT DG8327'(8.6 M) NORTH-NORTHEAST OF THE CENTER OF THE NORTHERNMOST MONITORING DG8327'WELL IN ASPHALT PARKING LOT, 29.1 FT (8.9 M) NORTH OF THE WESTERNMOST DG8327'OF TWO TELEPONES, 38.0 FT (11.6 M) NORTHEAST OF THE CENTER OF THE DG8327'NORTHERNMOST ENTRANCE TO SCOTCHMAN STORE, 103.3 FT (31.5 M) NORTH OF DG8327'THE NORTHWESTERN CORNER OF THE SCOTCHMAN STORE BUILDING AND 53.5 FT DG8327'(16.3 M) WEST-SOUTHWEST OF A SIGNAL LIGHT POLE WITH A REFERENCE TAG. DG8327 DG8327 STATION RECOVERY (2005) DG8327 DG8327'RECOVERY NOTE BY US POWER SQUADRON 2005 DG8327'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB0169 *********************************************************************** EB0169 DESIGNATION - DENNEYS=Y 21 EB0169 PID - EB0169 EB0169 STATE/COUNTY- NC/PENDER EB0169 USGS QUAD - CURRIE (1988) EB0169 EB0169 *CURRENT SURVEY CONTROL EB0169 ___________________________________________________________________ EB0169* NAD 83(1986)- 34 27 57.29085(N) 078 06 57.54717(W) ADJUSTED EB0169* NAVD 88 - 8.637 (meters) 28.34 (feet) POSTED EB0169 ___________________________________________________________________ EB0169 LAPLACE CORR- -3.44 (seconds) DEFLEC99 EB0169 GEOID HEIGHT- -35.92 (meters) GEOID03 EB0169 DYNAMIC HT - 8.630 (meters) 28.31 (feet) COMP EB0169 MODELED GRAV- 979,679.0 (mgal) NAVD 88 EB0169 EB0169 HORZ ORDER - FIRST EB0169 VERT ORDER - * POSTED, Code B , SEE BELOW EB0169 EB0169.The North Carolina HARNS have been completed but, EB0169.due to contractual restrictions, coordinates for these stations EB0169.will NOT be published in the near future. In the interim, the EB0169.published coordinates in North Carolina will not be EB0169.consistent with the Continuously Operating Reference Stations EB0169.(CORS). The HARN coordinates for these stations are available EB0169.upon request. Contact Gary Thompson(919-733-3836). EB0169. EB0169.In addition, the published North Carolina positions EB0169.(NAD 83 (1986)) are NOT consistent with those determined in EB0169.adjacent state readjustments. The discontinuity between stations EB0169.located in North Carolina and those in adjacent states EB0169.which have been adjusted to the HARN may be as much as 5 EB0169.decimeters. This will result in a significant loss of accuracy EB0169.over lines crossing such state borders. EB0169 EB0169 EB0169.The horizontal coordinates were established by classical geodetic methods EB0169.and adjusted by the National Geodetic Survey in July 1986. EB0169 EB0169.The orthometric height was determined by differential leveling EB0169.and adjusted by the National Geodetic Survey in 1992. EB0169.* This is a POSTED BENCH MARK height. Code B indicates a distribution EB0169.rate of 1.1 thru 2.0 mm/km. EB0169 EB0169.The Laplace correction was computed from DEFLEC99 derived deflections. EB0169 EB0169.The geoid height was determined by GEOID03. EB0169 EB0169.The dynamic height is computed by dividing the NAVD 88 EB0169.geopotential number by the normal gravity value computed on the EB0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB0169.degrees latitude (g = 980.6199 gals.). EB0169 EB0169.The modeled gravity was interpolated from observed gravity values. EB0169 EB0169; North East Units Scale Factor Converg. EB0169;SPC NC - 79,780.000 690,818.299 MT 0.99996592 +0 30 36.8 EB0169;SPC NC - 261,744.88 2,266,459.70 sFT 0.99996592 +0 30 36.8 EB0169;UTM 17 - 3,817,592.548 764,910.154 MT 1.00046510 +1 37 59.0 EB0169 EB0169! - Elev Factor x Scale Factor = Combined Factor EB0169!SPC NC - 1.00000428 x 0.99996592 = 0.99997020 EB0169!UTM 17 - 1.00000428 x 1.00046510 = 1.00046938 EB0169 EB0169: Primary Azimuth Mark Grid Az EB0169:SPC NC - CURRIE=X 21 094 22 15.6 EB0169:UTM 17 - CURRIE=X 21 093 14 53.4 EB0169 EB0169|---------------------------------------------------------------------| EB0169| PID Reference Object Distance Geod. Az | EB0169| dddmmss.s | EB0169| EB3718 DENNEYS RM 25.800 METERS 03817 | EB0169| EB0168 CURRIE=X 21 APPROX. 1.2 KM 0945252.4 | EB0169|---------------------------------------------------------------------| EB0169 EB0169 SUPERSEDED SURVEY CONTROL EB0169 EB0169 NAD 27 - 34 27 56.69400(N) 078 06 58.57000(W) AD( ) 1 EB0169 NGVD 29 (??/??/92) 8.914 (m) 29.25 (f) ADJ UNCH 1 2 EB0169 EB0169.Superseded values are not recommended for survey control. EB0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB0169.See file dsdata.txt to determine how the superseded data were derived. EB0169 EB0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6491017593(NAD 83) EB0169_MARKER: DS = TRIANGULATION STATION DISK EB0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB0169_STAMPING: DENNEYS 1918 Y 21 28.842 EB0169_MARK LOGO: CGS EB0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB0169+STABILITY: SURFACE MOTION EB0169 EB0169 HISTORY - Date Condition Report By EB0169 HISTORY - 1918 MONUMENTED CGS EB0169 HISTORY - 1934 GOOD CGS EB0169 HISTORY - 1934 GOOD CGS EB0169 EB0169 STATION DESCRIPTION EB0169 EB0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS) EB0169'ABOUT 3 MILES SOUTH OF RAILROAD STATION AT ROOKS, ON FIRST CURVE OF EB0169'ATLANTIC COAST LINE RAILROAD SOUTH OF ROOKS, ON PROLONGATION OF EB0169'TANGENT TO LEFT RAIL TOWARD ROOKS, IN PINE WOODS, AND 60 METERS EB0169'(197 FEET) WEST OF TRACK. EB0169'SURFACE MARK IS STANDARD DISK STATION IN CONCRETE. EB0169'UNDERGROUND MARK IS NAIL IN CONCRETE. EB0169' EB0169'REFERENCE MARK IS STANDARD REFERENCE DISK IN CONCRETE , EB0169'ABOUT 35 METERS (115 FEET) WEST OF TRACK, AND 25.8 EB0169'METERS (85 FEET) FROM STATION N 38 DEG 17 MIN E. EB0169' EB0169'STATION CURRIE IS VISIBLE FROM GROUND S 85 DEG 07 MIN E. EB0169 EB0169 STATION RECOVERY (1934) EB0169 EB0169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 EB0169'IN 1934, SURFACE MARK WAS RECOVERED AND REDESCRIBED AS FOLLOWS EB0169'--THREE FOURTHS MILE NORTHWEST OF CURRIE RAILROAD STATION, AT EB0169'INTERSECTION OF TANGENTS OF WEST RAIL TANGENT FROM NORTH AND CENTER EB0169'LINE TANGENT FROM SOUTH OF SECOND CURVE NORTH OF CURRIE, ABOUT ONE EB0169'FOURTH MILE NORTHWEST OF MOORES CREEK CROSSING, ABOUT 150 YARDS SOUTH EB0169'OF MILEPOST 19, ABOUT 65 YARDS WEST OF WEST RAIL , IN CUT OVER PINE EB0169'WOODS, AND ABOUT 8 FEET HIGHER THAN TRACK. EB0169 EB0169 STATION RECOVERY (1934) EB0169 EB0169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 EB0169'0.8 MI NW FROM CURRIE. EB0169'3/4 MILE NORTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM EB0169'THE STATION AT CURRIE, PENDER COUNTY, 150 YARDS SOUTH OF MILEPOST EB0169'19, AT THE SECOND CURVE NORTHWEST OF THE STATION, AT THE INTERSECTION EB0169'OF THE PROLONGATIONS OF THE WEST RAIL OF THE NORTH TANGENT AND EB0169'THE CENTERLINE OF THE SOUTH TANGENT, 65 YARDS WEST OF THE WEST RAIL, EB0169'IN A CUT-OVER PINE WOODS AND SET IN THE TOP OF A CONCRETE POST EB0169'PROJECTING ABOUT 3 INCHES ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1994 *********************************************************************** EB1994 DESIGNATION - DEVANE EB1994 PID - EB1994 EB1994 STATE/COUNTY- NC/PENDER EB1994 USGS QUAD - COSTIN (1984) EB1994 EB1994 *CURRENT SURVEY CONTROL EB1994 ___________________________________________________________________ EB1994* NAD 83(1986)- 34 36 29.18790(N) 078 06 44.93611(W) ADJUSTED EB1994* NAVD 88 - 19.0 (meters) 62. (feet) VERTCON EB1994 ___________________________________________________________________ EB1994 LAPLACE CORR- -3.99 (seconds) DEFLEC99 EB1994 GEOID HEIGHT- -35.93 (meters) GEOID03 EB1994 EB1994 HORZ ORDER - SECOND EB1994 EB1994.The North Carolina HARNS have been completed but, EB1994.due to contractual restrictions, coordinates for these stations EB1994.will NOT be published in the near future. In the interim, the EB1994.published coordinates in North Carolina will not be EB1994.consistent with the Continuously Operating Reference Stations EB1994.(CORS). The HARN coordinates for these stations are available EB1994.upon request. Contact Gary Thompson(919-733-3836). EB1994. EB1994.In addition, the published North Carolina positions EB1994.(NAD 83 (1986)) are NOT consistent with those determined in EB1994.adjacent state readjustments. The discontinuity between stations EB1994.located in North Carolina and those in adjacent states EB1994.which have been adjusted to the HARN may be as much as 5 EB1994.decimeters. This will result in a significant loss of accuracy EB1994.over lines crossing such state borders. EB1994 EB1994 EB1994.The horizontal coordinates were established by classical geodetic methods EB1994.and adjusted by the National Geodetic Survey in July 1986. EB1994 EB1994.The NAVD 88 height was computed by applying the VERTCON shift value to EB1994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB1994 EB1994.The Laplace correction was computed from DEFLEC99 derived deflections. EB1994 EB1994.The geoid height was determined by GEOID03. EB1994 EB1994; North East Units Scale Factor Converg. EB1994;SPC NC - 95,555.294 690,999.113 MT 0.99993524 +0 30 44.1 EB1994;SPC NC - 313,500.99 2,267,052.92 sFT 0.99993524 +0 30 44.1 EB1994;UTM 17 - 3,833,376.468 764,780.927 MT 1.00046423 +1 38 27.4 EB1994 EB1994! - Elev Factor x Scale Factor = Combined Factor EB1994!SPC NC - 1.00000265 x 0.99993524 = 0.99993789 EB1994!UTM 17 - 1.00000265 x 1.00046423 = 1.00046688 EB1994 EB1994: Primary Azimuth Mark Grid Az EB1994:SPC NC - SHILOH 149 14 02.3 EB1994:UTM 17 - SHILOH 148 06 19.0 EB1994 EB1994|---------------------------------------------------------------------| EB1994| PID Reference Object Distance Geod. Az | EB1994| dddmmss.s | EB1994| EB1995 SHILOH APPROX. 0.8 KM 1494446.4 | EB1994|---------------------------------------------------------------------| EB1994 EB1994 SUPERSEDED SURVEY CONTROL EB1994 EB1994 NAD 27 - 34 36 28.57817(N) 078 06 45.96471(W) AD( ) 2 EB1994 NGVD 29 (07/19/86) 19.3 (m) 63. (f) VERT ANG EB1994 EB1994.Superseded values are not recommended for survey control. EB1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1994.See file dsdata.txt to determine how the superseded data were derived. EB1994 EB1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6478133376(NAD 83) EB1994_MARKER: DE = TRAVERSE STATION DISK EB1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1994_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB1994_STAMPING: DEVANE 1973 EB1994_MARK LOGO: NCGS EB1994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1994+STABILITY: SURFACE MOTION EB1994 EB1994 HISTORY - Date Condition Report By EB1994 HISTORY - 1973 MONUMENTED NCGS EB1994 EB1994 STATION DESCRIPTION EB1994 EB1994'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB1994'DEVANE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB1994'THE VICINITY OF PENDERLEA, NORTH CAROLINA. EB1994' EB1994'DEVANE IS LOCATED APPROXIMATELY 5.1 MILES SW OF PENDERLEA, AND 6.3 EB1994'MILES NNE OF ATKINSON. TO REACH STATION FROM THE INTERSECTION OF US EB1994'421 AND SR 1321 (LEADING EAST TO PENDERLEA) PROCEED SOUTH ALONG US EB1994'421 FOR 1.9 MILES TO STATION ON RIGHT, 0.55 MILES NORTH OF EB1994'INTERSECTION WITH SR 1209 (NEAR SHILOH BAPTIST CHURCH), AND EB1994'ACROSS FROM OLD SHILOH BAPTIST CHURCH AT NE CORNER OF WOODS. EB1994' EB1994'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED DEVANE EB1994'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3 EB1994'INCHES ABOVE THE GROUND. EB1994' EB1994'MARK IS EB1994' EB1994'65.1 FEET WSW OF C/L OF US 421. EB1994'11.7 FEET W OF PP NO. 11398 W/ALUMINUM REF. TAG. EB1994'20.0 FEET NNE OF 30 INCH PINE W/ALUMINUM REF. TAG. EB1994'27.3 FEET SW OF THE SOUTH END OF CULVERT UNDER FIELD ENTRANCE. EB1994'14.4 FEET ESE OF A 12 INCH PINE W/ALUMINUM REF. TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1975 *********************************************************************** EB1975 DESIGNATION - DILLARDS EB1975 PID - EB1975 EB1975 STATE/COUNTY- NC/PENDER EB1975 USGS QUAD - WALLACE WEST (1984) EB1975 EB1975 *CURRENT SURVEY CONTROL EB1975 ___________________________________________________________________ EB1975* NAD 83(1986)- 34 41 03.50877(N) 078 00 02.99195(W) ADJUSTED EB1975* NAVD 88 - 18.2 (meters) 60. (feet) VERTCON EB1975 ___________________________________________________________________ EB1975 LAPLACE CORR- -3.97 (seconds) DEFLEC99 EB1975 GEOID HEIGHT- -36.15 (meters) GEOID03 EB1975 EB1975 HORZ ORDER - SECOND EB1975 EB1975.The North Carolina HARNS have been completed but, EB1975.due to contractual restrictions, coordinates for these stations EB1975.will NOT be published in the near future. In the interim, the EB1975.published coordinates in North Carolina will not be EB1975.consistent with the Continuously Operating Reference Stations EB1975.(CORS). The HARN coordinates for these stations are available EB1975.upon request. Contact Gary Thompson(919-733-3836). EB1975. EB1975.In addition, the published North Carolina positions EB1975.(NAD 83 (1986)) are NOT consistent with those determined in EB1975.adjacent state readjustments. The discontinuity between stations EB1975.located in North Carolina and those in adjacent states EB1975.which have been adjusted to the HARN may be as much as 5 EB1975.decimeters. This will result in a significant loss of accuracy EB1975.over lines crossing such state borders. EB1975 EB1975 EB1975.The horizontal coordinates were established by classical geodetic methods EB1975.and adjusted by the National Geodetic Survey in July 1986. EB1975 EB1975.The NAVD 88 height was computed by applying the VERTCON shift value to EB1975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB1975 EB1975.The Laplace correction was computed from DEFLEC99 derived deflections. EB1975 EB1975.The geoid height was determined by GEOID03. EB1975 EB1975; North East Units Scale Factor Converg. EB1975;SPC NC - 104,104.773 701,153.696 MT 0.99992130 +0 34 36.1 EB1975;SPC NC - 341,550.41 2,300,368.42 sFT 0.99992130 +0 34 36.1 EB1975;UTM 17 - 3,842,129.497 774,770.636 MT 1.00053067 +1 42 27.9 EB1975;UTM 18 - 3,842,134.041 225,077.032 MT 1.00053170 -1 42 31.3 EB1975 EB1975! - Elev Factor x Scale Factor = Combined Factor EB1975!SPC NC - 1.00000281 x 0.99992130 = 0.99992411 EB1975!UTM 17 - 1.00000281 x 1.00053067 = 1.00053348 EB1975!UTM 18 - 1.00000281 x 1.00053170 = 1.00053451 EB1975 EB1975: Primary Azimuth Mark Grid Az EB1975:SPC NC - MATTHEWS 047 56 09.9 EB1975:UTM 17 - MATTHEWS 046 48 18.1 EB1975:UTM 18 - MATTHEWS 050 13 17.3 EB1975 EB1975|---------------------------------------------------------------------| EB1975| PID Reference Object Distance Geod. Az | EB1975| dddmmss.s | EB1975| EA2974 MATTHEWS APPROX. 0.6 KM 0483046.0 | EB1975|---------------------------------------------------------------------| EB1975 EB1975 SUPERSEDED SURVEY CONTROL EB1975 EB1975 NAD 27 - 34 41 02.90362(N) 078 00 04.03951(W) AD( ) 2 EB1975 NGVD 29 (07/19/86) 18.5 (m) 61. (f) VERT ANG EB1975 EB1975.Superseded values are not recommended for survey control. EB1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1975.See file dsdata.txt to determine how the superseded data were derived. EB1975 EB1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU7477142129(NAD 83) EB1975_MARKER: DE = TRAVERSE STATION DISK EB1975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1975_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB1975_STAMPING: DILLARDS 1973 EB1975_MARK LOGO: NCGS EB1975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1975+STABILITY: SURFACE MOTION EB1975 EB1975 HISTORY - Date Condition Report By EB1975 HISTORY - 1973 MONUMENTED NCGS EB1975 EB1975 STATION DESCRIPTION EB1975 EB1975'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB1975'DILLARDS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB1975'THE VICINITY OF WILLARD, NORTH CAROLINA. EB1975' EB1975'DILLARDS IS LOCATED APPROXIMATELY 1.4 MILES WSW OF WILLARD, AND 3.2 EB1975'MILES NE OF PENDERLEA. TO REACH STATION FROM INTERSECTION OF SR EB1975'1321 AND SR 1326 IN CENTER OF PENDERLEA, PROCEED NE ALONG SR 1321 EB1975'FOR 3.7 MILES TO STATION ON LEFT SHOULDER AND IN CENTER OF FIELD EB1975'ENTRANCE, AND ACROSS ROAD FROM EAST DRIVEWAY TO DILLARDS EB1975'RESIDENCE (2 STORY). 0.5 MILES SW OF T INTERSECTION WITH SR 1001. EB1975' EB1975'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB1975'DILLARDS 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB1975'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB1975' EB1975'MARK IS EB1975' EB1975'14.9 FEET NNW OF C/L OF SR 1321. EB1975'8.5 FEET SSW OF CENTER OF NE END OF CULVERT UNDER FIELD ENTRANCE. EB1975'12.6 FEET E OF CORNER GATE POST W/ALUMINUM REF. TAG. EB1975'53.6 FEET W OF A CORNER GATE POST W/ALUMINUM REF. TAG. EB1975'91.8 FEET WSW OF 36 INCH CEDAR W/ALUMINUM REF. TAG. EB1975'43.1 FEET S OF A PP W/ALUMINUM REF. TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 DG8328 *********************************************************************** DG8328 DESIGNATION - DIME DG8328 PID - DG8328 DG8328 STATE/COUNTY- NC/PENDER DG8328 USGS QUAD - HAMPSTEAD (1970) DG8328 DG8328 *CURRENT SURVEY CONTROL DG8328 ___________________________________________________________________ DG8328* NAD 83(1986)- 34 22 12.74503(N) 077 42 28.43317(W) ADJUSTED DG8328* NAVD 88 - 18.3 (meters) 60. (feet) VERT ANG DG8328 ___________________________________________________________________ DG8328 LAPLACE CORR- -3.80 (seconds) DEFLEC99 DG8328 GEOID HEIGHT- -37.14 (meters) GEOID03 DG8328 DG8328 HORZ ORDER - SECOND DG8328 DG8328.The North Carolina HARNS have been completed but, DG8328.due to contractual restrictions, coordinates for these stations DG8328.will NOT be published in the near future. In the interim, the DG8328.published coordinates in North Carolina will not be DG8328.consistent with the Continuously Operating Reference Stations DG8328.(CORS). The HARN coordinates for these stations are available DG8328.upon request. Contact Gary Thompson(919-733-3836). DG8328. DG8328.In addition, the published North Carolina positions DG8328.(NAD 83 (1986)) are NOT consistent with those determined in DG8328.adjacent state readjustments. The discontinuity between stations DG8328.located in North Carolina and those in adjacent states DG8328.which have been adjusted to the HARN may be as much as 5 DG8328.decimeters. This will result in a significant loss of accuracy DG8328.over lines crossing such state borders. DG8328 DG8328 DG8328.The horizontal coordinates were established by classical geodetic methods DG8328.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in November 2004. DG8328 DG8328.The orthometric height was determined by vertical angle observations. DG8328 DG8328.The Laplace correction was computed from DEFLEC99 derived deflections. DG8328 DG8328.The geoid height was determined by GEOID03. DG8328 DG8328; North East Units Scale Factor Converg. DG8328;SPC NC - 69,575.276 728,446.895 MT 0.99998999 +0 44 44.7 DG8328;SPC NC - 228,264.88 2,389,912.85 sFT 0.99998999 +0 44 44.7 DG8328;UTM 18 - 3,806,528.459 250,987.648 MT 1.00036439 -1 31 46.2 DG8328 DG8328! - Elev Factor x Scale Factor = Combined Factor DG8328!SPC NC - 1.00000295 x 0.99998999 = 0.99999294 DG8328!UTM 18 - 1.00000295 x 1.00036439 = 1.00036734 DG8328 DG8328 SUPERSEDED SURVEY CONTROL DG8328 DG8328.No superseded survey control is available for this station. DG8328 DG8328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5098806528(NAD 83) DG8328_MARKER: DH = HORIZONTAL CONTROL DISK DG8328_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. DG8328_SP_SET: CONCRETE DRIVEWAY CUT DG8328_STAMPING: DIME 1999 DG8328_MARK LOGO: NCGS DG8328_MAGNETIC: O = OTHER; SEE DESCRIPTION DG8328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG8328+STABILITY: SURFACE MOTION DG8328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8328+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2005 DG8328 DG8328 HISTORY - Date Condition Report By DG8328 HISTORY - 1999 MONUMENTED NCGS DG8328 HISTORY - 20050312 GOOD USPSQD DG8328 DG8328 STATION DESCRIPTION DG8328 DG8328'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 DG8328'STATION IS LOCATED ABOUT 17.6 MI (28.3 KM) SOUTHEAST OF BURGAW AND 0.3 DG8328'MI (0.5 KM) NORTHEAST OF HAMPSTEAD. ALONG US 17 FOR 2.4 MI (3.9 KM) DG8328'SOUTHWEST FROM THE INTERSECTION OF US 17 AND VISTA DRIVE AT TOPSAIL DG8328'HIGH SCHOOL, OR ALONG US 17 FOR 0.35 MI (0.56 KM) NORTHEAST FROM THE DG8328'INTERSECTION OF US 17 AND NC 210 NEAR HAMPSTEAD. MARK IS ABOUT LEVEL DG8328'WITH US 17 AND IS FLUSH WITH THE CONCRETE DRIVEWAY CUT. LOCATED 17.0 DG8328'FT (5.2 M) SOUTHEAST OF THE CENTERLINE OF US 17 SOUTHBOUND LANES, 16.0 DG8328'FT (4.9 M) SOUTHWEST OF THE CENTER OF THE SOUTHERNMOST ENTRANCE TO DG8328'MARTHA ANNS MOTEL, 96.2 NORTHEAST OF TELEPHONE PEDESTAL P89, 110.0 FT DG8328'(33.5 M) NORTHEAST OF A CATCH BASIN AND 149.4 NORTHEAST OF POWER POLE DG8328'6TM33 WITH A REFERENCE TAG. DG8328 DG8328 STATION RECOVERY (2005) DG8328 DG8328'RECOVERY NOTE BY US POWER SQUADRON 2005 DG8328'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0915 *********************************************************************** EA0915 DESIGNATION - DITCH EA0915 PID - EA0915 EA0915 STATE/COUNTY- NC/PENDER EA0915 USGS QUAD - BURGAW (1988) EA0915 EA0915 *CURRENT SURVEY CONTROL EA0915 ___________________________________________________________________ EA0915* NAD 83(1986)- 34 36 17.90806(N) 077 55 22.26544(W) ADJUSTED EA0915* NAVD 88 - 16.602 (meters) 54.47 (feet) ADJUSTED EA0915 ___________________________________________________________________ EA0915 LAPLACE CORR- -3.97 (seconds) DEFLEC99 EA0915 GEOID HEIGHT- -36.40 (meters) GEOID03 EA0915 DYNAMIC HT - 16.586 (meters) 54.42 (feet) COMP EA0915 MODELED GRAV- 979,674.7 (mgal) NAVD 88 EA0915 EA0915 HORZ ORDER - SECOND EA0915 VERT ORDER - SECOND CLASS II EA0915 EA0915.The North Carolina HARNS have been completed but, EA0915.due to contractual restrictions, coordinates for these stations EA0915.will NOT be published in the near future. In the interim, the EA0915.published coordinates in North Carolina will not be EA0915.consistent with the Continuously Operating Reference Stations EA0915.(CORS). The HARN coordinates for these stations are available EA0915.upon request. Contact Gary Thompson(919-733-3836). EA0915. EA0915.In addition, the published North Carolina positions EA0915.(NAD 83 (1986)) are NOT consistent with those determined in EA0915.adjacent state readjustments. The discontinuity between stations EA0915.located in North Carolina and those in adjacent states EA0915.which have been adjusted to the HARN may be as much as 5 EA0915.decimeters. This will result in a significant loss of accuracy EA0915.over lines crossing such state borders. EA0915 EA0915 EA0915.The horizontal coordinates were established by classical geodetic methods EA0915.and adjusted by the National Geodetic Survey in July 1986. EA0915 EA0915.The orthometric height was determined by differential leveling EA0915.and adjusted by the National Geodetic Survey in June 1991. EA0915 EA0915.The Laplace correction was computed from DEFLEC99 derived deflections. EA0915 EA0915.The geoid height was determined by GEOID03. EA0915 EA0915.The dynamic height is computed by dividing the NAVD 88 EA0915.geopotential number by the normal gravity value computed on the EA0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0915.degrees latitude (g = 980.6199 gals.). EA0915 EA0915.The modeled gravity was interpolated from observed gravity values. EA0915 EA0915; North East Units Scale Factor Converg. EA0915;SPC NC - 95,379.852 708,394.075 MT 0.99993585 +0 37 18.1 EA0915;SPC NC - 312,925.40 2,324,122.89 sFT 0.99993585 +0 37 18.1 EA0915;UTM 18 - 3,833,122.277 231,967.942 MT 1.00048559 -1 39 39.3 EA0915;UTM 17 - 3,833,543.553 782,186.180 MT 1.00058160 +1 44 55.4 EA0915 EA0915! - Elev Factor x Scale Factor = Combined Factor EA0915!SPC NC - 1.00000311 x 0.99993585 = 0.99993896 EA0915!UTM 18 - 1.00000311 x 1.00048559 = 1.00048870 EA0915!UTM 17 - 1.00000311 x 1.00058160 = 1.00058471 EA0915 EA0915: Primary Azimuth Mark Grid Az EA0915:SPC NC - BEAR 210 35 13.8 EA0915:UTM 18 - BEAR 212 52 11.2 EA0915:UTM 17 - BEAR 209 27 36.5 EA0915 EA0915|---------------------------------------------------------------------| EA0915| PID Reference Object Distance Geod. Az | EA0915| dddmmss.s | EA0915| EA0914 BEAR APPROX. 0.6 KM 2111231.9 | EA0915|---------------------------------------------------------------------| EA0915 EA0915 SUPERSEDED SURVEY CONTROL EA0915 EA0915 NAD 27 - 34 36 17.31225(N) 077 55 23.30442(W) AD( ) 2 EA0915 NGVD 29 (??/??/92) 16.891 (m) 55.42 (f) ADJ UNCH 2 2 EA0915 EA0915.Superseded values are not recommended for survey control. EA0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0915.See file dsdata.txt to determine how the superseded data were derived. EA0915 EA0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3196833122(NAD 83) EA0915_MARKER: DD = SURVEY DISK EA0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0915_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0915_STAMPING: DITCH 1968 EA0915 EA0915 HISTORY - Date Condition Report By EA0915 HISTORY - 1968 MONUMENTED NCGS EA0915 HISTORY - 1975 GOOD NCGS EA0915 EA0915 STATION DESCRIPTION EA0915 EA0915'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0915'DITCH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA0915'IN THE VICINITY OF BURGAW, NORTH CAROLINA. EA0915' EA0915'DITCH IS LOCATED APPROXIMATELY 3.8 MILES NNE OF THE CENTER EA0915'OF BURGAW. TO REACH STATION PROCEED FROM THE INTERSECTION EA0915'OF U.S. 117 BUSINESS-BYPASS ON NORTH SIDE OF BURGAW, GO NORTH EA0915'ON U.S. 117 FOR 3.1 MILES TO STATION. WHICH IS ON THE EAST EA0915'SHOULDER OF U.S. 117, IN CURVE, IN LINE WITH A DRAINAGE DITCH EA0915'ON WEST SIDE OF U.S. 117, IN CURVE, IN LINE WITH A DRAINAGE EA0915'DITCH ON WEST SIDE OF U.S. 117, 0.15 MILE NORTH OF INTERSECTION EA0915'OF SR 1505 AND 1.7 MILES SOUTH OF SR 1504. EA0915' EA0915'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0915'DITCH 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA0915'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EA0915' EA0915'MARK IS EA0915' EA0915'19.0 FT ESE OF C/L OF U.S. 117 EA0915' EA0915'47.5 FT WNW OF TP ON E SIDE OF U.S. 117, AND WITH ALUMINUM EA0915'REF. TAG EA0915' EA0915'85.6 FT NW OF 10 INCH OAK TREE ON E SIDE OF U.S. 117, AND WITH EA0915'ALUMINUM REF. TAG EA0915' EA0915'75.0 FT N OF E END OF CULVERT UNDER U.S. 117 EA0915' EA0915'110.5 FT SW OF 12 INCH PECAN TREE ON E SIDE OF U.S. 117, AND EA0915'WITH ALUMINUM REF. TAG EA0915 EA0915 STATION RECOVERY (1975) EA0915 EA0915'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0915'3.5 MI SE FROM WATHA. EA0915'DITCH IS LOCATED APPROXIMATELY 3.7 MILES NORTH OF BURGAW. TO REACH EA0915'STATION FROM THE INTERSECTION OF US 117 BUSINESS - BYPASS ON NORTH EA0915'SIDE OF BURGAW, PROCEED NORTH ON US 117 FOR 3.1 MILES TO STATION IN EA0915'THE EAST SHOULDER OF HIGHWAY IN CURVE, IN LINE WITH DRAINAGE DITCH ON EA0915'WEST SIDE OF US 117, AND 0.2 MILE NORTH OF INTERSECTION WITH SR 1505. EA0915'19.0 FT. ESE OF C/L OF US 117, 75.0 FT. N OF E END OF CULVERT UNDER US EA0915'117, 47.5 FT. WNW OF TP WITH ALUMINUM REF. TAG, 85.6 FT. NW OF 10 INCH EA0915'OAK WITH ALUMINUM REF. TAG, AND 110.5 FT. SW OF 12 INCH PECAN TREE EA0915'WITH ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER, 3 INCHES EA0915'BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1969 *********************************************************************** EB1969 DESIGNATION - DON EB1969 PID - EB1969 EB1969 STATE/COUNTY- NC/PENDER EB1969 USGS QUAD - WALLACE WEST (1984) EB1969 EB1969 *CURRENT SURVEY CONTROL EB1969 ___________________________________________________________________ EB1969* NAD 83(1986)- 34 38 39.87376(N) 078 06 45.08200(W) ADJUSTED EB1969* NAVD 88 - 19.2 (meters) 63. (feet) VERTCON EB1969 ___________________________________________________________________ EB1969 LAPLACE CORR- -4.15 (seconds) DEFLEC99 EB1969 GEOID HEIGHT- -35.90 (meters) GEOID03 EB1969 EB1969 HORZ ORDER - SECOND EB1969 EB1969.The North Carolina HARNS have been completed but, EB1969.due to contractual restrictions, coordinates for these stations EB1969.will NOT be published in the near future. In the interim, the EB1969.published coordinates in North Carolina will not be EB1969.consistent with the Continuously Operating Reference Stations EB1969.(CORS). The HARN coordinates for these stations are available EB1969.upon request. Contact Gary Thompson(919-733-3836). EB1969. EB1969.In addition, the published North Carolina positions EB1969.(NAD 83 (1986)) are NOT consistent with those determined in EB1969.adjacent state readjustments. The discontinuity between stations EB1969.located in North Carolina and those in adjacent states EB1969.which have been adjusted to the HARN may be as much as 5 EB1969.decimeters. This will result in a significant loss of accuracy EB1969.over lines crossing such state borders. EB1969 EB1969 EB1969.The horizontal coordinates were established by classical geodetic methods EB1969.and adjusted by the National Geodetic Survey in July 1986. EB1969 EB1969.The NAVD 88 height was computed by applying the VERTCON shift value to EB1969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB1969 EB1969.The Laplace correction was computed from DEFLEC99 derived deflections. EB1969 EB1969.The geoid height was determined by GEOID03. EB1969 EB1969; North East Units Scale Factor Converg. EB1969;SPC NC - 99,581.901 690,959.397 MT 0.99992838 +0 30 44.0 EB1969;SPC NC - 326,711.62 2,266,922.62 sFT 0.99992838 +0 30 44.0 EB1969;UTM 17 - 3,837,403.651 764,661.786 MT 1.00046345 +1 38 32.8 EB1969 EB1969! - Elev Factor x Scale Factor = Combined Factor EB1969!SPC NC - 1.00000261 x 0.99992838 = 0.99993099 EB1969!UTM 17 - 1.00000261 x 1.00046345 = 1.00046606 EB1969 EB1969: Primary Azimuth Mark Grid Az EB1969:SPC NC - TIE 164 21 11.3 EB1969:UTM 17 - TIE 163 13 22.5 EB1969 EB1969|---------------------------------------------------------------------| EB1969| PID Reference Object Distance Geod. Az | EB1969| dddmmss.s | EB1969| EB1970 TIE APPROX. 0.7 KM 1645155.3 | EB1969| EB1965 PETE 268.631 METERS 31621 | EB1969|---------------------------------------------------------------------| EB1969 EB1969 SUPERSEDED SURVEY CONTROL EB1969 EB1969 NAD 27 - 34 38 39.26365(N) 078 06 46.11347(W) AD( ) 2 EB1969 NGVD 29 (07/19/86) 19.5 (m) 64. (f) VERT ANG EB1969 EB1969.Superseded values are not recommended for survey control. EB1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1969.See file dsdata.txt to determine how the superseded data were derived. EB1969 EB1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6466237404(NAD 83) EB1969_MARKER: DE = TRAVERSE STATION DISK EB1969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1969_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB1969_STAMPING: DON 1973 EB1969_MARK LOGO: NCGS EB1969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1969+STABILITY: SURFACE MOTION EB1969 EB1969 HISTORY - Date Condition Report By EB1969 HISTORY - 1973 MONUMENTED NCGS EB1969 EB1969 STATION DESCRIPTION EB1969 EB1969'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB1969'DON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB1969'VICINITY OF PENDERLEA, NORTH CAROLINA. EB1969' EB1969'DON IS LOCATED APPROXIMATELY 3.7 MILES WSW OF PENDERLEA, AND 7.8 EB1969'MILES SE OF HARRELLS. TO REACH STATION FROM INTERSECTION OF US 421 EB1969'AND SR 1321 (LEADING EAST TO PENDERLEA), PROCEED NNW ALONG US 421 EB1969'FOR 0.6 MILES TO STATION ON RIGHT BY A PP, AND 0.4 MILES SE OF EB1969'INTERSECTION WITH SR 1300 AND MOORES CREEK. EB1969' EB1969'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED DON EB1969'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB1969'PROJECTING 2 INCHES ABOVE THE GROUND. EB1969' EB1969'MARK IS EB1969' EB1969'54.5 FEET ENE OF C/L OF US 421. EB1969'2.6 FEET ENE OF PP NO. 18162 AND DIRECTLY UNDER POWER LINE RUNNING EB1969'WSW W/ALUMINUM REF. TAG. EB1969'203.1 FEET SE OF SOUTH END OF HEADWALL ON EAST SIDE OF US 421. EB1969'131.7 FEET S OF 12 INCH GUM W/ALUMINUM REF. TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1006 *********************************************************************** EA1006 DESIGNATION - DOUBLETREE EA1006 PID - EA1006 EA1006 STATE/COUNTY- NC/PENDER EA1006 USGS QUAD - MAPLE HILL (1981) EA1006 EA1006 *CURRENT SURVEY CONTROL EA1006 ___________________________________________________________________ EA1006* NAD 83(1986)- 34 42 18.57570(N) 077 44 02.66380(W) ADJUSTED EA1006* NAVD 88 - 13.677 (meters) 44.87 (feet) ADJUSTED EA1006 ___________________________________________________________________ EA1006 LAPLACE CORR- -3.04 (seconds) DEFLEC99 EA1006 GEOID HEIGHT- -36.74 (meters) GEOID03 EA1006 DYNAMIC HT - 13.664 (meters) 44.83 (feet) COMP EA1006 MODELED GRAV- 979,675.9 (mgal) NAVD 88 EA1006 EA1006 HORZ ORDER - SECOND EA1006 VERT ORDER - SECOND CLASS II EA1006 EA1006.The North Carolina HARNS have been completed but, EA1006.due to contractual restrictions, coordinates for these stations EA1006.will NOT be published in the near future. In the interim, the EA1006.published coordinates in North Carolina will not be EA1006.consistent with the Continuously Operating Reference Stations EA1006.(CORS). The HARN coordinates for these stations are available EA1006.upon request. Contact Gary Thompson(919-733-3836). EA1006. EA1006.In addition, the published North Carolina positions EA1006.(NAD 83 (1986)) are NOT consistent with those determined in EA1006.adjacent state readjustments. The discontinuity between stations EA1006.located in North Carolina and those in adjacent states EA1006.which have been adjusted to the HARN may be as much as 5 EA1006.decimeters. This will result in a significant loss of accuracy EA1006.over lines crossing such state borders. EA1006 EA1006 EA1006.The horizontal coordinates were established by classical geodetic methods EA1006.and adjusted by the National Geodetic Survey in July 1986. EA1006 EA1006.The orthometric height was determined by differential leveling EA1006.and adjusted by the National Geodetic Survey in June 1991. EA1006 EA1006.The Laplace correction was computed from DEFLEC99 derived deflections. EA1006 EA1006.The geoid height was determined by GEOID03. EA1006 EA1006.The dynamic height is computed by dividing the NAVD 88 EA1006.geopotential number by the normal gravity value computed on the EA1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1006.degrees latitude (g = 980.6199 gals.). EA1006 EA1006.The modeled gravity was interpolated from observed gravity values. EA1006 EA1006; North East Units Scale Factor Converg. EA1006;SPC NC - 106,696.465 725,565.669 MT 0.99991779 +0 43 50.4 EA1006;SPC NC - 350,053.32 2,380,460.03 sFT 0.99991779 +0 43 50.4 EA1006;UTM 18 - 3,843,750.464 249,585.997 MT 1.00037296 -1 33 26.9 EA1006 EA1006! - Elev Factor x Scale Factor = Combined Factor EA1006!SPC NC - 1.00000362 x 0.99991779 = 0.99992141 EA1006!UTM 18 - 1.00000362 x 1.00037296 = 1.00037658 EA1006 EA1006: Primary Azimuth Mark Grid Az EA1006:SPC NC - SPEED 144 47 35.3 EA1006:UTM 18 - SPEED 147 04 52.6 EA1006 EA1006|---------------------------------------------------------------------| EA1006| PID Reference Object Distance Geod. Az | EA1006| dddmmss.s | EA1006| EA1102 SPEED APPROX. 0.7 KM 1453125.7 | EA1006| EA1005 DUMP 287.845 METERS 31206 | EA1006|---------------------------------------------------------------------| EA1006 EA1006 SUPERSEDED SURVEY CONTROL EA1006 EA1006 NAD 27 - 34 42 17.97058(N) 077 44 03.74208(W) AD( ) 2 EA1006 NGVD 29 (??/??/92) 13.978 (m) 45.86 (f) ADJ UNCH 2 2 EA1006 EA1006.Superseded values are not recommended for survey control. EA1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1006.See file dsdata.txt to determine how the superseded data were derived. EA1006 EA1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4958643750(NAD 83) EA1006_MARKER: DD = SURVEY DISK EA1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1006_STAMPING: DOUBLETREE 1974 EA1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1006+STABILITY: SURFACE MOTION EA1006 EA1006 HISTORY - Date Condition Report By EA1006 HISTORY - 1974 MONUMENTED NCGS EA1006 HISTORY - 1975 GOOD NCGS EA1006 HISTORY - 19860918 GOOD USPSQD EA1006 EA1006 STATION DESCRIPTION EA1006 EA1006'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA1006'DOUBLETREE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA1006'IN THE VICINITY OF BURGAW, NORTH CAROLINA. EA1006' EA1006'DOUBLETREE IS LOCATED APPROXIMATELY 15.2 MILES NE OF BURGAW, EA1006'AND 3.7 MILES NW OF MAPLE HILL. TO REACH STATION FROM INTERSECTION EA1006'OF NC 50 WITH NC 53 NW OF MAPLE HILL, PROCEED NE ALONG NC 50 FOR EA1006'2.7 MILES TO STATION ON RIGHT NEAR A WELL MARKED WOODS ROAD, AND EA1006'AT TWO PINE TREES LOCATED IN A CLUSTER OF MYRTLE BUSHES AND EA1006'MAPLE TREES. 0.4 MILE SOUTHEAST FROM INTERSECTION WITH SR 1525. EA1006' EA1006'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1006'DOUBLETREE 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EA1006'OF WHICH IS FLUSH WITH THE GROUND. EA1006' EA1006'MARK IS 25.0 FT NE OF C/L OF NC 50 EA1006' EA1006'176.6 FT SE OF C/L OF WOODS ROAD EA1006' EA1006'3.5 FT SW OF A 10 IN PINE TREE WITH ALUMINUM REF. TAG EA1006' EA1006'14.2 FT S OF A 6 IN MAPLE TREE WITH ALUMINUM REF. TAG EA1006' EA1006'56.1 FT NE OF A 5 IN PINE TREE WITH ALUMINUM REF. TAG EA1006 EA1006 STATION RECOVERY (1975) EA1006 EA1006'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA1006'3.7 MI NW FROM MAPLE HILL. EA1006'TO REACH STATION FROM INTERSECTION OF NC 50 WITH NC 53 NW OF MAPLE EA1006'HILL, PROCEED NE ALONG NC 50 FOR 2.7 MILES TO STATION ON RIGHT NEAR A EA1006'WELL MARKED WOODS ROAD, AND AT TWO PINE TREES LOCATED IN A CLUSTER OF EA1006'MYRTLE BUSHES AND MAPLE TREES, AND 0.4 MILE SOUTHEAST FROM EA1006'INTERSECTION WITH SR 1525. 25.0 FT. NE OF C/L OF NC 50, 176.6 FT. SE EA1006'OF C/L OF WOODS ROAD, 3.5 FT. SW OF 10 IN. PINE TREE WITH ALUMINUM EA1006'REF. TAG, 14.2 FT. SOUTH OF 6 IN. MAPLE TREE WITH ALUMINUM REF. TAG, EA1006'AND 56.1 FT. NE OF 5 IN. PINE TREE WITH ALUMINUM REF. TAG. DISK IS EA1006'SET IN TOP OF CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND. EA1006 EA1006 STATION RECOVERY (1986) EA1006 EA1006'RECOVERY NOTE BY US POWER SQUADRON 1986 (JDB) EA1006'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1007 *********************************************************************** EA1007 DESIGNATION - DRIVEWAY EA1007 PID - EA1007 EA1007 STATE/COUNTY- NC/PENDER EA1007 USGS QUAD - MAPLE HILL (1981) EA1007 EA1007 *CURRENT SURVEY CONTROL EA1007 ___________________________________________________________________ EA1007* NAD 83(1986)- 34 40 45.11687(N) 077 43 15.67164(W) ADJUSTED EA1007* NAVD 88 - 9.777 (meters) 32.08 (feet) ADJUSTED EA1007 ___________________________________________________________________ EA1007 LAPLACE CORR- -3.14 (seconds) DEFLEC99 EA1007 GEOID HEIGHT- -36.80 (meters) GEOID03 EA1007 DYNAMIC HT - 9.768 (meters) 32.05 (feet) COMP EA1007 MODELED GRAV- 979,673.1 (mgal) NAVD 88 EA1007 EA1007 HORZ ORDER - SECOND EA1007 VERT ORDER - SECOND CLASS II EA1007 EA1007.The North Carolina HARNS have been completed but, EA1007.due to contractual restrictions, coordinates for these stations EA1007.will NOT be published in the near future. In the interim, the EA1007.published coordinates in North Carolina will not be EA1007.consistent with the Continuously Operating Reference Stations EA1007.(CORS). The HARN coordinates for these stations are available EA1007.upon request. Contact Gary Thompson(919-733-3836). EA1007. EA1007.In addition, the published North Carolina positions EA1007.(NAD 83 (1986)) are NOT consistent with those determined in EA1007.adjacent state readjustments. The discontinuity between stations EA1007.located in North Carolina and those in adjacent states EA1007.which have been adjusted to the HARN may be as much as 5 EA1007.decimeters. This will result in a significant loss of accuracy EA1007.over lines crossing such state borders. EA1007 EA1007 EA1007.The horizontal coordinates were established by classical geodetic methods EA1007.and adjusted by the National Geodetic Survey in July 1986. EA1007 EA1007.The orthometric height was determined by differential leveling EA1007.and adjusted by the National Geodetic Survey in June 1991. EA1007 EA1007.The Laplace correction was computed from DEFLEC99 derived deflections. EA1007 EA1007.The geoid height was determined by GEOID03. EA1007 EA1007.The dynamic height is computed by dividing the NAVD 88 EA1007.geopotential number by the normal gravity value computed on the EA1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1007.degrees latitude (g = 980.6199 gals.). EA1007 EA1007.The modeled gravity was interpolated from observed gravity values. EA1007 EA1007; North East Units Scale Factor Converg. EA1007;SPC NC - 103,832.303 726,798.450 MT 0.99992218 +0 44 17.5 EA1007;SPC NC - 340,656.48 2,384,504.58 sFT 0.99992218 +0 44 17.5 EA1007;UTM 18 - 3,840,838.068 250,703.971 MT 1.00036608 -1 32 56.4 EA1007 EA1007! - Elev Factor x Scale Factor = Combined Factor EA1007!SPC NC - 1.00000424 x 0.99992218 = 0.99992642 EA1007!UTM 18 - 1.00000424 x 1.00036608 = 1.00037032 EA1007 EA1007: Primary Azimuth Mark Grid Az EA1007:SPC NC - HAUNTED 338 51 48.9 EA1007:UTM 18 - HAUNTED 341 09 02.8 EA1007 EA1007|---------------------------------------------------------------------| EA1007| PID Reference Object Distance Geod. Az | EA1007| dddmmss.s | EA1007| EA1044 MARSHBURN 283.900 METERS 14132 | EA1007| EA1025 HAUNTED APPROX. 0.5 KM 3393606.4 | EA1007|---------------------------------------------------------------------| EA1007 EA1007 SUPERSEDED SURVEY CONTROL EA1007 EA1007 NAD 27 - 34 40 44.51026(N) 077 43 16.75039(W) AD( ) 2 EA1007 NGVD 29 (??/??/92) 10.080 (m) 33.07 (f) ADJ UNCH 2 2 EA1007 EA1007.Superseded values are not recommended for survey control. EA1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1007.See file dsdata.txt to determine how the superseded data were derived. EA1007 EA1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5070440838(NAD 83) EA1007_MARKER: DD = SURVEY DISK EA1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1007_STAMPING: DRIVEWAY 1974 EA1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1007+STABILITY: SURFACE MOTION EA1007 EA1007 HISTORY - Date Condition Report By EA1007 HISTORY - 1974 MONUMENTED NCGS EA1007 HISTORY - 1975 GOOD NCGS EA1007 HISTORY - 19860918 GOOD USPSQD EA1007 EA1007 STATION DESCRIPTION EA1007 EA1007'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA1007'DRIVEWAY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA1007'IN THE VICINITY OF BURGAW, NORTH CAROLINA. EA1007' EA1007'DRIVEWAY IS LOCATED APPROXIMATELY 14.6 MILES NE OF BURGAW, AND EA1007'2.0 MILES NW OF MAPLE HILL. TO REACH STATION FROM INTERSECTION EA1007'OF NC 50 WITH NC 53 NW OF MAPLE HILL, PROCEED NW ALONG NC 50 FOR EA1007'0.7 MILE TO STATION ON LEFT AT A DRIVEWAY LEADING TO A HOUSE EA1007'WHICH SETS BACK ABOUT 200 FEET WEST OF HIGHWAY. 2.4 MILES EA1007'SOUTHEAST FROM INTERSECTION WITH SR 1525. EA1007' EA1007'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1007'DRIVEWAY 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA1007'WHICH IS 1 INCH BELOW THE GROUND. EA1007' EA1007'MARK IS 29.9 FT SW OF C/L OF NC 50 EA1007' EA1007'7.4 FT S OF C/L DRIVEWAY EA1007' EA1007'10.1 FT N OF TP PEDESTAL EA1007' EA1007'70.1 FT W OF 8 IN OAK TREE WITH ALUMINUM REF. TAG ACROSS HIGHWAY EA1007' EA1007'93.9 FT E OF 30 IN PECAN TREE WITH ALUMINUM REF. TAG IN YARD EA1007 EA1007 STATION RECOVERY (1975) EA1007 EA1007'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA1007'2.0 MI NW FROM MAPLE HILL. EA1007'TO REACH STATION FROM INTERSECTION OF NC 50 WITH NC 53 NW OF MAPLE EA1007'HILL, PROCEED NW ALONG NC 50 FOR 0.7 MILE TO STATION ON LEFT AT A EA1007'DRIVEWAY LEADING TO A HOUSE WHICH SETS BACK ABOUT 200 FEET WEST OF EA1007'HIGHWAY, AND 2.4 MILES SOUTHEAST FROM INTERSECTION WITH SR 1525. 29.9 EA1007'FT. SW OF C/L OF NC 50, 7.4 FT. SOUTH OF C/L OF DRIVEWAY, 10.1 FT. EA1007'NORTH OF TP PEDESTAL, 70.1 FT. WEST OF 8 IN. OAK TREE WITH ALUMINUM EA1007'REF. TAG ACROSS HIGHWAY, AND 93.9 FT. EAST OF 30 IN. PECAN TREE WITH EA1007'ALUMINUM REF. TAG IN YARD. DISK IS SET IN TOP OF CONCRETE CYLINDER, 1 EA1007'INCH BELOW THE SURFACE OF THE GROUND. EA1007 EA1007 STATION RECOVERY (1986) EA1007 EA1007'RECOVERY NOTE BY US POWER SQUADRON 1986 (JDB) EA1007'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1005 *********************************************************************** EA1005 DESIGNATION - DUMP EA1005 PID - EA1005 EA1005 STATE/COUNTY- NC/PENDER EA1005 USGS QUAD - MAPLE HILL (1981) EA1005 EA1005 *CURRENT SURVEY CONTROL EA1005 ___________________________________________________________________ EA1005* NAD 83(1986)- 34 42 24.83754(N) 077 44 11.05694(W) ADJUSTED EA1005* NAVD 88 - 13.619 (meters) 44.68 (feet) ADJUSTED EA1005 ___________________________________________________________________ EA1005 LAPLACE CORR- -3.05 (seconds) DEFLEC99 EA1005 GEOID HEIGHT- -36.74 (meters) GEOID03 EA1005 DYNAMIC HT - 13.606 (meters) 44.64 (feet) COMP EA1005 MODELED GRAV- 979,676.2 (mgal) NAVD 88 EA1005 EA1005 HORZ ORDER - SECOND EA1005 VERT ORDER - SECOND CLASS II EA1005 EA1005.The North Carolina HARNS have been completed but, EA1005.due to contractual restrictions, coordinates for these stations EA1005.will NOT be published in the near future. In the interim, the EA1005.published coordinates in North Carolina will not be EA1005.consistent with the Continuously Operating Reference Stations EA1005.(CORS). The HARN coordinates for these stations are available EA1005.upon request. Contact Gary Thompson(919-733-3836). EA1005. EA1005.In addition, the published North Carolina positions EA1005.(NAD 83 (1986)) are NOT consistent with those determined in EA1005.adjacent state readjustments. The discontinuity between stations EA1005.located in North Carolina and those in adjacent states EA1005.which have been adjusted to the HARN may be as much as 5 EA1005.decimeters. This will result in a significant loss of accuracy EA1005.over lines crossing such state borders. EA1005 EA1005 EA1005.The horizontal coordinates were established by classical geodetic methods EA1005.and adjusted by the National Geodetic Survey in July 1986. EA1005 EA1005.The orthometric height was determined by differential leveling EA1005.and adjusted by the National Geodetic Survey in June 1991. EA1005 EA1005.The Laplace correction was computed from DEFLEC99 derived deflections. EA1005 EA1005.The geoid height was determined by GEOID03. EA1005 EA1005.The dynamic height is computed by dividing the NAVD 88 EA1005.geopotential number by the normal gravity value computed on the EA1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1005.degrees latitude (g = 980.6199 gals.). EA1005 EA1005.The modeled gravity was interpolated from observed gravity values. EA1005 EA1005; North East Units Scale Factor Converg. EA1005;SPC NC - 106,886.673 725,349.655 MT 0.99991750 +0 43 45.5 EA1005;SPC NC - 350,677.36 2,379,751.33 sFT 0.99991750 +0 43 45.5 EA1005;UTM 18 - 3,843,949.236 249,377.655 MT 1.00037425 -1 33 31.9 EA1005 EA1005! - Elev Factor x Scale Factor = Combined Factor EA1005!SPC NC - 1.00000363 x 0.99991750 = 0.99992113 EA1005!UTM 18 - 1.00000363 x 1.00037425 = 1.00037788 EA1005 EA1005: Primary Azimuth Mark Grid Az EA1005:SPC NC - SAINT 332 23 23.1 EA1005:UTM 18 - SAINT 334 40 40.5 EA1005 EA1005|---------------------------------------------------------------------| EA1005| PID Reference Object Distance Geod. Az | EA1005| dddmmss.s | EA1005| EA1006 DOUBLETREE 287.845 METERS 13206 | EA1005| EA1101 SAINT 427.507 METERS 3330708.6 | EA1005|---------------------------------------------------------------------| EA1005 EA1005 SUPERSEDED SURVEY CONTROL EA1005 EA1005 NAD 27 - 34 42 24.23276(N) 077 44 12.13517(W) AD( ) 2 EA1005 NGVD 29 (??/??/92) 13.920 (m) 45.67 (f) ADJ UNCH 2 2 EA1005 EA1005.Superseded values are not recommended for survey control. EA1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1005.See file dsdata.txt to determine how the superseded data were derived. EA1005 EA1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4937843949(NAD 83) EA1005_MARKER: DD = SURVEY DISK EA1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1005_STAMPING: DUMP 1974 EA1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1005+STABILITY: SURFACE MOTION EA1005 EA1005 HISTORY - Date Condition Report By EA1005 HISTORY - 1974 MONUMENTED NCGS EA1005 HISTORY - 1975 GOOD NCGS EA1005 EA1005 STATION DESCRIPTION EA1005 EA1005'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA1005'DUMP IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA1005'THE VICINITY OF BURGAW, NORTH CAROLINA. EA1005' EA1005'DUMP IS LOCATED APPROXIMATELY 15.2 MILES NE OF BURGAW, AND 4.0 EA1005'MILES NW OF MAPLE HILL. TO REACH STATION FROM INTERSECTION OF EA1005'NC 50 WITH NC 53 NW OF MAPLE HILL, PROCEED NE ALONG NC 50 FOR 2.85 EA1005'MILES TO STATION ON LEFT AT SITE OF A COUNTY GARBAGE COLLECTION EA1005'STATION, AND NEAR A SCOTCHMAN GROCERY SIGN. 0.25 MILE SE OF EA1005'INTERSECTION WITH SR 1525. EA1005' EA1005'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1005'DUMP 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EA1005'IS FLUSH WITH THE GROUND. EA1005' EA1005'MARK IS 27.3 FT SW OF C/L NC 50 EA1005' EA1005'2.8 FT NE OF SIGN SUPPORT POLE WITH ALUMINUM REF. TAG EA1005' EA1005'34.4 FT E OF 4 IN OAK TREE WITH ALUMINUM REF. TAG EA1005' EA1005'43.9 FT SE OF 8 IN PINE WITH ALUMINUM REF. TAG EA1005' EA1005'23.7 FT N OF 8 IN PINE WITH ALUMINUM REF. TAG EA1005 EA1005 STATION RECOVERY (1975) EA1005 EA1005'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA1005'4.0 MI NW FROM MAPLE HILL. EA1005'TO REACH STATION FROM INTERSECTION OF NC 50 WITH NC 53 NW OF MAPLE EA1005'HILL, PROCEED NE ALONG NC 50 FOR 2.85 MILES TO STATION ON LEFT AT SITE EA1005'OF A COUNTY GARBAGE COLLECTION STATION, AND NEAR A SCOTCHMAN GROCERY EA1005'SIGN, AND 0.25 MILE SE OF INTERSECTION WITH SR 1525. 27.3 FT. SW OF EA1005'C/L OF NC 50, 2.8 FT. NE OF SIGN SUPPORT POLE WITH ALUMINUM REF. TAG, EA1005'34.4 FT. EAST OF 4 IN. OAK TREE WITH ALUMINUM REF. TAG, 43.9 FT. SE OF EA1005'8 IN. PINE WITH ALUMINUM REF. TAG, AND 23.7 FT. NORTH OF 8 IN. PINE EA1005'WITH ALUMINUM REF. TAG. DISK IS SET IN TOP OF CONCRETE CYLINDER, EA1005'FLUSH WITH THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2544 *********************************************************************** EA2544 DESIGNATION - EDEN EA2544 PID - EA2544 EA2544 STATE/COUNTY- NC/PENDER EA2544 USGS QUAD - HAMPSTEAD (1970) EA2544 EA2544 *CURRENT SURVEY CONTROL EA2544 ___________________________________________________________________ EA2544* NAD 83(1986)- 34 18 52.96649(N) 077 43 46.90507(W) ADJUSTED EA2544* NAVD 88 - 1. (meters) 3. (feet) SCALED EA2544 ___________________________________________________________________ EA2544 LAPLACE CORR- -3.88 (seconds) DEFLEC99 EA2544 GEOID HEIGHT- -37.21 (meters) GEOID03 EA2544 EA2544 HORZ ORDER - THIRD EA2544 EA2544.The North Carolina HARNS have been completed but, EA2544.due to contractual restrictions, coordinates for these stations EA2544.will NOT be published in the near future. In the interim, the EA2544.published coordinates in North Carolina will not be EA2544.consistent with the Continuously Operating Reference Stations EA2544.(CORS). The HARN coordinates for these stations are available EA2544.upon request. Contact Gary Thompson(919-733-3836). EA2544. EA2544.In addition, the published North Carolina positions EA2544.(NAD 83 (1986)) are NOT consistent with those determined in EA2544.adjacent state readjustments. The discontinuity between stations EA2544.located in North Carolina and those in adjacent states EA2544.which have been adjusted to the HARN may be as much as 5 EA2544.decimeters. This will result in a significant loss of accuracy EA2544.over lines crossing such state borders. EA2544 EA2544 EA2544.The horizontal coordinates were established by classical geodetic methods EA2544.and adjusted by the National Geodetic Survey in July 1986. EA2544 EA2544.The orthometric height was scaled from a topographic map. EA2544 EA2544.The Laplace correction was computed from DEFLEC99 derived deflections. EA2544 EA2544.The geoid height was determined by GEOID03. EA2544 EA2544; North East Units Scale Factor Converg. EA2544;SPC NC - 63,394.044 726,520.851 MT 1.00000521 +0 43 59.5 EA2544;SPC NC - 207,985.29 2,383,593.83 sFT 1.00000521 +0 43 59.5 EA2544;UTM 18 - 3,800,426.240 248,817.044 MT 1.00037778 -1 32 22.7 EA2544 EA2544! - Elev Factor x Scale Factor = Combined Factor EA2544!SPC NC - 1.00000573 x 1.00000521 = 1.00001094 EA2544!UTM 18 - 1.00000573 x 1.00037778 = 1.00038351 EA2544 EA2544: Primary Azimuth Mark Grid Az EA2544:SPC NC - BURRO 043 27 33.2 EA2544:UTM 18 - BURRO 045 43 55.4 EA2544 EA2544|---------------------------------------------------------------------| EA2544| PID Reference Object Distance Geod. Az | EA2544| dddmmss.s | EA2544| EA2540 BURRO APPROX. 2.0 KM 0441132.7 | EA2544|---------------------------------------------------------------------| EA2544 EA2544 SUPERSEDED SURVEY CONTROL EA2544 EA2544 NAD 27 - 34 18 52.35600(N) 077 43 47.98000(W) AD( ) 3 EA2544 EA2544.Superseded values are not recommended for survey control. EA2544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2544.See file dsdata.txt to determine how the superseded data were derived. EA2544 EA2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4881700426(NAD 83) EA2544_MARKER: DS = TRIANGULATION STATION DISK EA2544_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE EA2544_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EA2544_MARK LOGO: CGS EA2544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA2544 EA2544 HISTORY - Date Condition Report By EA2544 HISTORY - 1914 MONUMENTED CGS EA2544 HISTORY - 1927 GOOD NCGS EA2544 HISTORY - 1933 GOOD CGS EA2544 HISTORY - 1969 MARK NOT FOUND USE EA2544 HISTORY - 1984 POOR USE EA2544 EA2544 STATION DESCRIPTION EA2544 EA2544'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS) EA2544'STATION IS ABOUT 1-3/4 MILES A LITTLE N OF W FROM SIDBURY INLET, EA2544'ON THE FIRST POINT E OF HUGGINS LANDING, NEAR THE HIGH-WATER LINE. EA2544' EA2544'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE AT EA2544'THE CENTER OF THE TOP OF A TILE. EA2544' EA2544'THE REFERENCE MARK IS A TILE FILLED WITH AND SET IN CEMENT, NEAR EA2544'THE HIGH-WATER MARK, ABOUT 8 METERS (26.2 FEET) E OF THE STATION. EA2544 EA2544 STATION RECOVERY (1927) EA2544 EA2544'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1927 EA2544'STATION RECOVERED WITH CONCRETE AND PIPE IN GOOD CONDITION. SOMEONE EA2544'HAS REMOVED BRONZE CAP. THIS STATION IS ABOUT E APPROXIMATELY EA2544'150 FEET FROM A LONG HOUSE ON TOP OF A BLUFF AT HUGGINS LANDING. EA2544 EA2544 STATION RECOVERY (1933) EA2544 EA2544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JAB) EA2544'STATION RECOVERED WITH ONLY ONE MARK FOUND, THE TOP OF THE TILE OF EA2544'WHICH IS BROKEN OFF. FROM THE DESCRIPTION AND TOPOGRAPHY THIS EA2544'IS THOUGHT TO BE THE REFERENCE MARK. THE POINT IS ON THE E SIDE EA2544'OF AN OLD DESERTED LANDING AND IS 1-1/2 MILES NW OF RICH INLET. EA2544 EA2544 STATION RECOVERY (1969) EA2544 EA2544'RECOVERY NOTE BY US ENGINEERS 1969 EA2544'SEARCHED FOR AND FOUND TO BE MISSING IN 1969 EA2544 EA2544 STATION RECOVERY (1984) EA2544 EA2544'RECOVERY NOTE BY US ENGINEERS 1984 (GRN) EA2544'STATION FOUND POOR, TOP BROKEN OFF BUT SOLID DESCRIPTION ADEQUATE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2545 *********************************************************************** EA2545 DESIGNATION - ELMORE EA2545 PID - EA2545 EA2545 STATE/COUNTY- NC/PENDER EA2545 USGS QUAD - HAMPSTEAD (1970) EA2545 EA2545 *CURRENT SURVEY CONTROL EA2545 ___________________________________________________________________ EA2545* NAD 83(1986)- 34 19 35.43389(N) 077 40 48.30112(W) ADJUSTED EA2545* NAVD 88 - 5.7 (meters) 19. (feet) VERTCON EA2545 ___________________________________________________________________ EA2545 LAPLACE CORR- -3.38 (seconds) DEFLEC99 EA2545 GEOID HEIGHT- -37.30 (meters) GEOID03 EA2545 EA2545 HORZ ORDER - SECOND EA2545 EA2545.The North Carolina HARNS have been completed but, EA2545.due to contractual restrictions, coordinates for these stations EA2545.will NOT be published in the near future. In the interim, the EA2545.published coordinates in North Carolina will not be EA2545.consistent with the Continuously Operating Reference Stations EA2545.(CORS). The HARN coordinates for these stations are available EA2545.upon request. Contact Gary Thompson(919-733-3836). EA2545. EA2545.In addition, the published North Carolina positions EA2545.(NAD 83 (1986)) are NOT consistent with those determined in EA2545.adjacent state readjustments. The discontinuity between stations EA2545.located in North Carolina and those in adjacent states EA2545.which have been adjusted to the HARN may be as much as 5 EA2545.decimeters. This will result in a significant loss of accuracy EA2545.over lines crossing such state borders. EA2545 EA2545 EA2545.The horizontal coordinates were established by classical geodetic methods EA2545.and adjusted by the National Geodetic Survey in July 1986. EA2545 EA2545.The NAVD 88 height was computed by applying the VERTCON shift value to EA2545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2545 EA2545.The Laplace correction was computed from DEFLEC99 derived deflections. EA2545 EA2545.The geoid height was determined by GEOID03. EA2545 EA2545; North East Units Scale Factor Converg. EA2545;SPC NC - 64,762.071 731,069.528 MT 1.00000190 +0 45 42.5 EA2545;SPC NC - 212,473.56 2,398,517.28 sFT 1.00000190 +0 45 42.5 EA2545;UTM 18 - 3,801,613.185 253,418.064 MT 1.00034954 -1 30 43.5 EA2545 EA2545! - Elev Factor x Scale Factor = Combined Factor EA2545!SPC NC - 1.00000496 x 1.00000190 = 1.00000686 EA2545!UTM 18 - 1.00000496 x 1.00034954 = 1.00035450 EA2545 EA2545: Primary Azimuth Mark Grid Az EA2545:SPC NC - ELMORE AZ MK 256 37 03.1 EA2545:UTM 18 - ELMORE AZ MK 258 53 29.1 EA2545 EA2545|---------------------------------------------------------------------| EA2545| PID Reference Object Distance Geod. Az | EA2545| dddmmss.s | EA2545| EA3357 ELMORE RM 2 10.678 METERS 21035 | EA2545| EA3355 ELMORE AZ MK 2572245.6 | EA2545| EA3356 ELMORE RM 1 10.906 METERS 32133 | EA2545|---------------------------------------------------------------------| EA2545 EA2545 SUPERSEDED SURVEY CONTROL EA2545 EA2545 NAD 27 - 34 19 34.82265(N) 077 40 49.38864(W) AD( ) 2 EA2545 NGVD 29 (07/19/86) 6.0 (m) 20. (f) VERT ANG EA2545 EA2545.Superseded values are not recommended for survey control. EA2545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2545.See file dsdata.txt to determine how the superseded data were derived. EA2545 EA2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5341801613(NAD 83) EA2545_MARKER: DS = TRIANGULATION STATION DISK EA2545_SETTING: 0 = UNSPECIFIED SETTING EA2545 EA2545 HISTORY - Date Condition Report By EA2545 HISTORY - 1962 MONUMENTED CGS EA2545 HISTORY - 1964 GOOD CGS EA2545 EA2545 STATION DESCRIPTION EA2545 EA2545'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM) EA2545'STATION IS LOCATED ON AN UNINHABITED SECTION OF THE OUTER BANKS EA2545'ABOUT 12 MILES NORTHEAST OF WRIGHTSVILLE BEACH, 11 MILES EA2545'SOUTHWEST OF SURF CITY AND ABOUT 1/2 MILE SOUTHWEST OF OLD EA2545'TOPSAIL INLET. THE STATION WAS REACHED BY BOAT. THE STATION EA2545'IS MARKED BY A STANDARD DISK CLAMPED ONTO A 5/8 INCH COPPERWELD EA2545'ROD DRIVEN INSIDE A 1 INCH BY 2 FOOT SECTION OF GALVANIZED EA2545'PIPE INSIDE A 2 INCH BY 5 FOOT SECTION OF GALVANIZED PIPE THAT EA2545'PROJECTS ABOUT 10 INCHES AND IS 100 YARDS SOUTHWEST OF AN EA2545'ABANDONED FISH CAMP, 40 YARDS NORTHWEST OF THE BEACH AND 5 EA2545'FEET SOUTH OF WITNESS POST WITH SIGN. THE DISK IS STAMPED EA2545'ELMORE 1962. EA2545' EA2545'REFERENCE MARK NO. 1 IS MARKED BY A STANDARD DISK CLAMPED ONTO THE EA2545'TOP OF A 5/8 INCH COPPERWELD ROD DRIVEN INSIDE A 2 INCH BY EA2545'5 FOOT SECTION OF GALVANIZED PIPE. THE DISK IS STAMPED ELMORE NO EA2545'1 1962. EA2545' EA2545'REFERENCE MARK NO. 2 IS MARKED BY A STANDARD DISK CLAMPED ONTO THE EA2545'TOP OF A 5/8 INCH COPPERWELD ROD DRIVEN INSIDE A 2 INCH BY 5 FOOT EA2545'SECTION OF GALVANIZED PIPE. THE DISK IS STAMPED ELMORE NO 2 1962. EA2545' EA2545'AZIMUTH IS MARKED BY A STANDARD DISK CLAMPED ONTO THE TOP OF A EA2545'5/8 INCH COPPERWELD ROD DRIVEN INSIDE A 2 INCH BY 5 FOOT SECTION EA2545'OF GALVANIZED PIPE AND IS LOCATED ON A LOW SAND RIDGE ABOUT EA2545'0.3 MILE SOUTHWEST OF THE STATION. IT IS 8 INCHES SOUTH OF EA2545'WITNESS POST WITH SIGN AND PROJECTS ABOUT 8 INCHES. THE DISK IS EA2545'STAMPED ELMORE 1962. EA2545 EA2545 STATION RECOVERY (1964) EA2545 EA2545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA2545'STATION MARK, R.M. 1, R.M. 2, AND AZIMUTH MARK RECOVERED IN EA2545'GOOD CONDITION. THE DISTANCES TO THE REFERENCE MARKS WERE EA2545'VERIFIED. THE ORIGINAL DESCRIPTION BY S.C.M. IS ADEQUATE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0912 *********************************************************************** EA0912 DESIGNATION - ENNIS EA0912 PID - EA0912 EA0912 STATE/COUNTY- NC/PENDER EA0912 USGS QUAD - BURGAW (1988) EA0912 EA0912 *CURRENT SURVEY CONTROL EA0912 ___________________________________________________________________ EA0912* NAD 83(1986)- 34 34 23.03693(N) 077 55 21.91900(W) ADJUSTED EA0912* NAVD 88 - 13.387 (meters) 43.92 (feet) ADJUSTED EA0912 ___________________________________________________________________ EA0912 LAPLACE CORR- -4.19 (seconds) DEFLEC99 EA0912 GEOID HEIGHT- -36.40 (meters) GEOID03 EA0912 DYNAMIC HT - 13.374 (meters) 43.88 (feet) COMP EA0912 MODELED GRAV- 979,675.5 (mgal) NAVD 88 EA0912 EA0912 HORZ ORDER - SECOND EA0912 VERT ORDER - SECOND CLASS II EA0912 EA0912.The North Carolina HARNS have been completed but, EA0912.due to contractual restrictions, coordinates for these stations EA0912.will NOT be published in the near future. In the interim, the EA0912.published coordinates in North Carolina will not be EA0912.consistent with the Continuously Operating Reference Stations EA0912.(CORS). The HARN coordinates for these stations are available EA0912.upon request. Contact Gary Thompson(919-733-3836). EA0912. EA0912.In addition, the published North Carolina positions EA0912.(NAD 83 (1986)) are NOT consistent with those determined in EA0912.adjacent state readjustments. The discontinuity between stations EA0912.located in North Carolina and those in adjacent states EA0912.which have been adjusted to the HARN may be as much as 5 EA0912.decimeters. This will result in a significant loss of accuracy EA0912.over lines crossing such state borders. EA0912 EA0912 EA0912.The horizontal coordinates were established by classical geodetic methods EA0912.and adjusted by the National Geodetic Survey in July 1986. EA0912 EA0912.The orthometric height was determined by differential leveling EA0912.and adjusted by the National Geodetic Survey in June 1991. EA0912 EA0912.The Laplace correction was computed from DEFLEC99 derived deflections. EA0912 EA0912.The geoid height was determined by GEOID03. EA0912 EA0912.The dynamic height is computed by dividing the NAVD 88 EA0912.geopotential number by the normal gravity value computed on the EA0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0912.degrees latitude (g = 980.6199 gals.). EA0912 EA0912.The modeled gravity was interpolated from observed gravity values. EA0912 EA0912; North East Units Scale Factor Converg. EA0912;SPC NC - 91,840.648 708,441.309 MT 0.99994223 +0 37 18.3 EA0912;SPC NC - 301,313.86 2,324,277.86 sFT 0.99994223 +0 37 18.3 EA0912;UTM 18 - 3,829,582.064 231,874.168 MT 1.00048621 -1 39 34.3 EA0912;UTM 17 - 3,830,003.686 782,303.049 MT 1.00058242 +1 44 50.5 EA0912 EA0912! - Elev Factor x Scale Factor = Combined Factor EA0912!SPC NC - 1.00000361 x 0.99994223 = 0.99994584 EA0912!UTM 18 - 1.00000361 x 1.00048621 = 1.00048982 EA0912!UTM 17 - 1.00000361 x 1.00058242 = 1.00058603 EA0912 EA0912: Primary Azimuth Mark Grid Az EA0912:SPC NC - CLIFF 184 24 25.3 EA0912:UTM 18 - CLIFF 186 41 17.9 EA0912:UTM 17 - CLIFF 183 16 53.1 EA0912 EA0912|---------------------------------------------------------------------| EA0912| PID Reference Object Distance Geod. Az | EA0912| dddmmss.s | EA0912| EA0911 CLIFF APPROX. 0.5 KM 1850143.6 | EA0912|---------------------------------------------------------------------| EA0912 EA0912 SUPERSEDED SURVEY CONTROL EA0912 EA0912 NAD 27 - 34 34 22.44140(N) 077 55 22.95489(W) AD( ) 2 EA0912 NGVD 29 (??/??/92) 13.678 (m) 44.88 (f) ADJ UNCH 2 2 EA0912 EA0912.Superseded values are not recommended for survey control. EA0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0912.See file dsdata.txt to determine how the superseded data were derived. EA0912 EA0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3187429582(NAD 83) EA0912_MARKER: DD = SURVEY DISK EA0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0912_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0912_STAMPING: ENNIS 1968 EA0912 EA0912 HISTORY - Date Condition Report By EA0912 HISTORY - 1968 MONUMENTED NCGS EA0912 HISTORY - 1975 GOOD NCGS EA0912 EA0912 STATION DESCRIPTION EA0912 EA0912'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0912'ENNIS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA0912'IN THE VICINITY OF BURGAW, NORTH CAROLINA. EA0912' EA0912'ENNIS IS LOCATED APPROXIMATELY 1.7 MILES NNE OF THE CENTER EA0912'OF BURGAW. TO REACH STATION PROCEED FROM THE INTERSECTION OF EA0912'U.S. 117 BUSINESS AND BYPASS ON NORTH SIDE OF BURGAW, GO EA0912'NORTH OF U.S. 117 FOR 0.8 MILE TO STATION. WHICH IS ON THE EA0912'EAST SHOULDER OF U.S. 117 BETWEEN DRIVEWAYS TO A ONE STORY WHITE EA0912'FRAME HOUSE AND A GREEN SHINGLE FRAME HOUSE, IN LINE WITH A EA0912'DRAINAGE DITCH ON WEST SIDE OF HIGHWAY AND 0.7 MILE SOUTH OF EA0912'INTERSECTION OF SR 1506 AND U.S. 117. EA0912' EA0912'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0912'ENNIS 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA0912'WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EA0912' EA0912'MARK IS EA0912' EA0912'19.3 FT E OF C/L OF U.S. 117 EA0912' EA0912'78.9 FT E OF PP ON W SIDE OF U.S. 117 AND WITH ALUMINUM REF. TAG EA0912' EA0912'66.3 FT WNW OF PP 15-748 ON E SIDE OF U.S. 117 AND WITH EA0912'ALUMINUM REF. TAG EA0912' EA0912'78.7 FT NNW OF N END OF CULVERT TO DRIVEWAY TO WHITE ONE EA0912'STORY FRAME HOUSE EA0912' EA0912'89.1 FT N OF C/L OF DRIVEWAY TO WHITE ONE STORY FRAME HOUSE EA0912' EA0912'73.7 FT S OF S END OF CULVERT FOR DRIVEWAY TO GREEN ONE EA0912'STORY SHINGLE HOUSE EA0912 EA0912 STATION RECOVERY (1975) EA0912 EA0912'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0912'1.5 MI N FROM BURGAW. EA0912'TO REACH STATION FROM THE INTERSECTION OF US 117 BUSINESS AND BYPASS EA0912'ON NORTH SIDE OF BURGAW, PROCEED NORTH ALONG US 117 FOR 0.8 MILE TO EA0912'STATION IN THE EAST SHOULDER OF HIGHWAY BETWEEN DRIVEWAYS TO A ONE EA0912'STORY WHITE FRAME HOUSE AND A GREEN SHINGLE FRAME HOUSE, IN LINE WITH EA0912'A DRAINAGE DITCH ON WEST SIDE OF HIGHWAY, AND 0.25 MILE NORTH OF EA0912'INTERSECTION WITH SR 1346. 19.3 FT. E OF C/L OF US 117, 73.7 FT. S OF EA0912'S END OF CULVERT FOR DRIVEWAY TO GREEN ONE STORY SHINGLE HOUSE, 89.1 EA0912'FT. N OF C/L OF DRIVEWAY TO WHITE ONE STORY FRAME HOUSE, 78.7 FT. NNW EA0912'OF N END OF CULVERT TO DRIVEWAY TO WHITE ONE STORY FRAME HOUSE, 66.3 EA0912'FT. WNW OF PP 15-748 ON E SIDE OF US 117 AND WITH ALUMINUM REF. TAG, EA0912'AND 78.9 FT. E OF PP WITH ALUMINUM REF. TAG ON W SIDE OF US 117. DISK EA0912'IS SET IN CONCRETE CYLINDER, 4 INCHES BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1477 *********************************************************************** EB1477 DESIGNATION - EXXON EB1477 PID - EB1477 EB1477 STATE/COUNTY- NC/PENDER EB1477 USGS QUAD - CURRIE (1988) EB1477 EB1477 *CURRENT SURVEY CONTROL EB1477 ___________________________________________________________________ EB1477* NAD 83(1986)- 34 23 25.70760(N) 078 02 04.60310(W) ADJUSTED EB1477* NAVD 88 - 12.823 (meters) 42.07 (feet) ADJUSTED EB1477 ___________________________________________________________________ EB1477 LAPLACE CORR- -4.04 (seconds) DEFLEC99 EB1477 GEOID HEIGHT- -36.12 (meters) GEOID03 EB1477 DYNAMIC HT - 12.811 (meters) 42.03 (feet) COMP EB1477 MODELED GRAV- 979,686.6 (mgal) NAVD 88 EB1477 EB1477 HORZ ORDER - SECOND EB1477 VERT ORDER - FIRST CLASS II EB1477 EB1477.The North Carolina HARNS have been completed but, EB1477.due to contractual restrictions, coordinates for these stations EB1477.will NOT be published in the near future. In the interim, the EB1477.published coordinates in North Carolina will not be EB1477.consistent with the Continuously Operating Reference Stations EB1477.(CORS). The HARN coordinates for these stations are available EB1477.upon request. Contact Gary Thompson(919-733-3836). EB1477. EB1477.In addition, the published North Carolina positions EB1477.(NAD 83 (1986)) are NOT consistent with those determined in EB1477.adjacent state readjustments. The discontinuity between stations EB1477.located in North Carolina and those in adjacent states EB1477.which have been adjusted to the HARN may be as much as 5 EB1477.decimeters. This will result in a significant loss of accuracy EB1477.over lines crossing such state borders. EB1477 EB1477 EB1477.The horizontal coordinates were established by classical geodetic methods EB1477.and adjusted by the National Geodetic Survey in July 1986. EB1477 EB1477.The orthometric height was determined by differential leveling EB1477.and adjusted by the National Geodetic Survey in June 1991. EB1477 EB1477.The Laplace correction was computed from DEFLEC99 derived deflections. EB1477 EB1477.The geoid height was determined by GEOID03. EB1477 EB1477.The dynamic height is computed by dividing the NAVD 88 EB1477.geopotential number by the normal gravity value computed on the EB1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1477.degrees latitude (g = 980.6199 gals.). EB1477 EB1477.The modeled gravity was interpolated from observed gravity values. EB1477 EB1477; North East Units Scale Factor Converg. EB1477;SPC NC - 71,481.695 698,375.467 MT 0.99998466 +0 33 25.9 EB1477;SPC NC - 234,519.53 2,291,253.51 sFT 0.99998466 +0 33 25.9 EB1477;UTM 17 - 3,809,439.455 772,632.175 MT 1.00051629 +1 40 33.5 EB1477;UTM 18 - 3,809,627.913 221,001.361 MT 1.00055959 -1 42 54.5 EB1477 EB1477! - Elev Factor x Scale Factor = Combined Factor EB1477!SPC NC - 1.00000366 x 0.99998466 = 0.99998832 EB1477!UTM 17 - 1.00000366 x 1.00051629 = 1.00051995 EB1477!UTM 18 - 1.00000366 x 1.00055959 = 1.00056325 EB1477 EB1477: Primary Azimuth Mark Grid Az EB1477:SPC NC - HORRELL 148 09 19.5 EB1477:UTM 17 - HORRELL 147 02 11.9 EB1477:UTM 18 - HORRELL 150 25 39.9 EB1477 EB1477|---------------------------------------------------------------------| EB1477| PID Reference Object Distance Geod. Az | EB1477| dddmmss.s | EB1477| EB2091 HORRELL APPROX. 0.6 KM 1484245.4 | EB1477|---------------------------------------------------------------------| EB1477 EB1477 SUPERSEDED SURVEY CONTROL EB1477 EB1477 NAD 27 - 34 23 25.10169(N) 078 02 05.63540(W) AD( ) 2 EB1477 NGVD 29 (10/06/93) 13.112 (m) 43.02 (f) ADJUSTED 1 2 EB1477 EB1477.Superseded values are not recommended for survey control. EB1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1477.See file dsdata.txt to determine how the superseded data were derived. EB1477 EB1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU7263209439(NAD 83) EB1477_MARKER: DE = TRAVERSE STATION DISK EB1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1477_SP_SET: CONCRETE POST EB1477_STAMPING: EXXON 1973 EB1477_MARK LOGO: NCGS EB1477_PROJECTION: RECESSED 5 CENTIMETERS EB1477_MAGNETIC: N = NO MAGNETIC MATERIAL EB1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1477+STABILITY: SURFACE MOTION EB1477 EB1477 HISTORY - Date Condition Report By EB1477 HISTORY - 1973 MONUMENTED NCGS EB1477 HISTORY - 1980 GOOD NCGS EB1477 HISTORY - 1980 GOOD NCGS EB1477 HISTORY - 1980 GOOD NCGS EB1477 HISTORY - 1980 MARK NOT FOUND USGS EB1477 EB1477 STATION DESCRIPTION EB1477 EB1477'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB1477'EXXON IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB1477'VICINITY OF CURRIE, NORTH CAROLINA. EB1477' EB1477'EXXON IS LOCATED APPROXIMATELY 06.4 MILES SE OF CURRIE, AND 11.7 EB1477'MILES NW OF WILMINGTON. TO REACH THE STATION FROM INTERSECTION OF US EB1477'421 AND PENDER-NEW HANOVER COUNTY LINE NW OF WILMINGTON. PROCEED EB1477'NNW ALONG US 421 FOR 4.2 MILES TO HORRELLS EXXON STATION ON THE EB1477'RIGHT AND STATION IN NE CORNER OF GRASS ISLAND IN FRONT OF SERVICE EB1477'STATION. 1.05 MILES SSE OF INTERSECTION WITH SR 1114 (WEST). EB1477' EB1477'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EXXON EB1477'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB1477'FLUSH WITH THE SURFACE OF THE GROUND. EB1477' EB1477'MARK IS EB1477' EB1477'22.5 FEET SW OF C/L OF US 421. EB1477'77.7 FEET ENE OF (NE) CORNER OF EXXON STATION. EB1477'92.0 FEET NNE OF (SE) CORNER OF EXXON STATION. EB1477'64.7 FEET NE OF EXXON METAL SIGN POST IN CENTER OF GAS PUMPS. EB1477 EB1477 STATION RECOVERY (1980) EB1477 EB1477'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EB1477'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS EB1477'2 INCHES BELOW THE SURFACE OF THE GROUND. EB1477 EB1477 STATION RECOVERY (1980) EB1477 EB1477'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EB1477'THE STATION WAS RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS EB1477'ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS -- THE STATION IS EB1477'3.2 FEET SOUTHWEST OF THE ISLAND CURB. EB1477 EB1477 STATION RECOVERY (1980) EB1477 EB1477'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EB1477'6.3 MI SE FROM CURRIE. EB1477'4.25 MILES NORTHWEST ALONG U.S. 421 FROM THE PENDER-NEW HANOVER COUNTY EB1477'LINE NORTHWEST OF WILMINGTON, IN NORTHEAST CORNER OF A GRASS ISLAND EB1477'AT A EXXON STATION AND 1.05 MILES SOUTHEAST OF INTERSECTION WITH EB1477'SR 1114, 22.5 FEET SOUTHWEST OF CENTERLINE OF SOUTHBOUND LANES, EB1477'77.7 FEET EAST-NORTHEAST OF NORTHEAST CORNER OF STORE, 92.0 FEET EB1477'NORTH-NORTHEAST OF SOUTHEAST CORNER OF STORE AND 64.7 FEET NORTHEAST EB1477'OF EXXON SIGN BETWEEN GAS PUMPS. EB1477'THE MARK IS 0.5 FT ABOVE HIGHWAY. EB1477 EB1477 STATION RECOVERY (1980) EB1477 EB1477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980 EB1477'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2498 *********************************************************************** EA2498 DESIGNATION - FACTORY EA2498 PID - EA2498 EA2498 STATE/COUNTY- NC/PENDER EA2498 USGS QUAD - HOLLY RIDGE (1997) EA2498 EA2498 *CURRENT SURVEY CONTROL EA2498 ___________________________________________________________________ EA2498* NAD 83(1986)- 34 24 37.12946(N) 077 35 51.24901(W) ADJUSTED EA2498* NAVD 88 - 1. (meters) 3. (feet) SCALED EA2498 ___________________________________________________________________ EA2498 LAPLACE CORR- -2.87 (seconds) DEFLEC99 EA2498 GEOID HEIGHT- -37.34 (meters) GEOID03 EA2498 EA2498 HORZ ORDER - THIRD EA2498 EA2498.The North Carolina HARNS have been completed but, EA2498.due to contractual restrictions, coordinates for these stations EA2498.will NOT be published in the near future. In the interim, the EA2498.published coordinates in North Carolina will not be EA2498.consistent with the Continuously Operating Reference Stations EA2498.(CORS). The HARN coordinates for these stations are available EA2498.upon request. Contact Gary Thompson(919-733-3836). EA2498. EA2498.In addition, the published North Carolina positions EA2498.(NAD 83 (1986)) are NOT consistent with those determined in EA2498.adjacent state readjustments. The discontinuity between stations EA2498.located in North Carolina and those in adjacent states EA2498.which have been adjusted to the HARN may be as much as 5 EA2498.decimeters. This will result in a significant loss of accuracy EA2498.over lines crossing such state borders. EA2498 EA2498 EA2498.The horizontal coordinates were established by classical geodetic methods EA2498.and adjusted by the National Geodetic Survey in July 1986. EA2498 EA2498.The orthometric height was scaled from a topographic map. EA2498 EA2498.The Laplace correction was computed from DEFLEC99 derived deflections. EA2498 EA2498.The geoid height was determined by GEOID03. EA2498 EA2498; North East Units Scale Factor Converg. EA2498;SPC NC - 74,161.512 738,531.293 MT 0.99997957 +0 48 34.0 EA2498;SPC NC - 243,311.56 2,422,998.08 sFT 0.99997957 +0 48 34.0 EA2498;UTM 18 - 3,810,711.931 261,249.850 MT 1.00030267 -1 28 07.0 EA2498 EA2498! - Elev Factor x Scale Factor = Combined Factor EA2498!SPC NC - 1.00000575 x 0.99997957 = 0.99998532 EA2498!UTM 18 - 1.00000575 x 1.00030267 = 1.00030842 EA2498 EA2498: Primary Azimuth Mark Grid Az EA2498:SPC NC - BUMBLE 138 42 53.9 EA2498:UTM 18 - BUMBLE 140 59 34.9 EA2498 EA2498|---------------------------------------------------------------------| EA2498| PID Reference Object Distance Geod. Az | EA2498| dddmmss.s | EA2498| EA2515 3 6 7 APPROX. 1.2 KM 0535908.1 | EA2498| EA2487 BEACON 31 APPROX. 1.2 KM 0564519.6 | EA2498| EA2495 BUMBLE APPROX. 1.4 KM 1393127.9 | EA2498| EA2485 BEACON 24 APPROX. 1.8 KM 2273657.6 | EA2498| EA3373 FACTORY RM 22838 | EA2498|---------------------------------------------------------------------| EA2498 EA2498 SUPERSEDED SURVEY CONTROL EA2498 EA2498 NAD 27 - 34 24 36.52500(N) 077 35 52.35000(W) AD( ) 3 EA2498 EA2498.Superseded values are not recommended for survey control. EA2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2498.See file dsdata.txt to determine how the superseded data were derived. EA2498 EA2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6125010712(NAD 83) EA2498_MARKER: DS = TRIANGULATION STATION DISK EA2498_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EA2498_SP_SET: TOP OF METAL PIPE IN CONCRETE EA2498 EA2498 HISTORY - Date Condition Report By EA2498 HISTORY - 1914 MONUMENTED CGS EA2498 HISTORY - 1933 GOOD CGS EA2498 HISTORY - 1941 SEE DESCRIPTION USE EA2498 HISTORY - 1964 SEE DESCRIPTION CGS EA2498 HISTORY - 1970 SEE DESCRIPTION USGS EA2498 EA2498 STATION DESCRIPTION EA2498 EA2498'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS) EA2498'STATION IS ABOUT 1/2 MILE SW OF ENTRANCE TO VIRGINIA CREEK, ON EA2498'THE FIRST POINT E OF THE ATKINSONS FACTORY, AT ABOUT HIGH-WATER EA2498'MARK. EA2498' EA2498'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE EA2498'AT THE CENTER OF THE TOP OF A TILE. EA2498' EA2498'THE REFERENCE MARK IS A TILE FILLED WITH AND SET IN CEMENT. IT EA2498'IS 10 METERS (33 FEET) FROM THE STATION IN LINE WITH THE S END EA2498'OF THE FACTORY. EA2498 EA2498 STATION RECOVERY (1933) EA2498 EA2498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JAB) EA2498'STATION WAS RECOVERED IN GOOD CONDITION. EA2498' EA2498'STATION IS ON THE MAINLAND, 1/2 MILE SW OF VIRGINIA CREEK, 200 EA2498'YARDS SW OF BEACON 20, IN AN OPEN DREDGE FILLED PLACE, 75 YARDS EA2498'NW FROM CHANNEL, 15 YARDS FROM HIGH-WATER MARK, AND AROUND EA2498'STATION THERE ARE A FEW BUSHES AND SOME SHORT GRASS. ATKINSONS EA2498'FACTORY, MENTIONED IN THE DESCRIPTION, IS NOT APPARENT BUT THERE EA2498'IS A DWELLING IN THAT VICINITY. EA2498' EA2498'THE REFERENCE MARK IS LEANING OVER AND A NEW DISTANCE AND EA2498'AZIMUTH WAS TAKEN TO IT. IT IS 16.213 METERS DISTANT FROM EA2498'STATION, N 48 DEG 38 MIN E. EA2498 EA2498 STATION RECOVERY (1941) EA2498 EA2498'RECOVERY NOTE BY US ENGINEERS 1941 EA2498'MONUMENT WAS FOUND ON SURFACE OF GROUND, IN VICINITY OF EA2498'DESCRIBED LOCATION. EA2498 EA2498 STATION RECOVERY (1964) EA2498 EA2498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA2498'DESTROYED. MONUMENT REPORTED FOUND ON THE SURFACE OF THE GROUND EA2498'BY U.S.E. IN 1941. A SEARCH WAS MADE IN THE AREA FOR THE R.M. EA2498'BUT NO TRACE COULD BE FOUND. EA2498 EA2498 STATION RECOVERY (1970) EA2498 EA2498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 EA2498'HEAVY CONSTRUCTION OR CULTURAL DEVELOPMENT IN AREA PROBABLY EA2498'DESTROYED. EA2498' EA2498'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EA2498'VIRGINIA CREEK--1/2 MILE SW. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0854 *********************************************************************** EA0854 DESIGNATION - FEAR EA0854 PID - EA0854 EA0854 STATE/COUNTY- NC/PENDER EA0854 USGS QUAD - CASTLE HAYNE (1980) EA0854 EA0854 *CURRENT SURVEY CONTROL EA0854 ___________________________________________________________________ EA0854* NAD 83(1986)- 34 22 12.15511(N) 077 53 45.78286(W) ADJUSTED EA0854* NAVD 88 - 2.804 (meters) 9.20 (feet) ADJUSTED EA0854 ___________________________________________________________________ EA0854 LAPLACE CORR- -5.13 (seconds) DEFLEC99 EA0854 GEOID HEIGHT- -36.55 (meters) GEOID03 EA0854 DYNAMIC HT - 2.801 (meters) 9.19 (feet) COMP EA0854 MODELED GRAV- 979,676.7 (mgal) NAVD 88 EA0854 EA0854 HORZ ORDER - SECOND EA0854 VERT ORDER - SECOND CLASS II EA0854 EA0854.The North Carolina HARNS have been completed but, EA0854.due to contractual restrictions, coordinates for these stations EA0854.will NOT be published in the near future. In the interim, the EA0854.published coordinates in North Carolina will not be EA0854.consistent with the Continuously Operating Reference Stations EA0854.(CORS). The HARN coordinates for these stations are available EA0854.upon request. Contact Gary Thompson(919-733-3836). EA0854. EA0854.In addition, the published North Carolina positions EA0854.(NAD 83 (1986)) are NOT consistent with those determined in EA0854.adjacent state readjustments. The discontinuity between stations EA0854.located in North Carolina and those in adjacent states EA0854.which have been adjusted to the HARN may be as much as 5 EA0854.decimeters. This will result in a significant loss of accuracy EA0854.over lines crossing such state borders. EA0854 EA0854 EA0854.The horizontal coordinates were established by classical geodetic methods EA0854.and adjusted by the National Geodetic Survey in July 1986. EA0854 EA0854.The orthometric height was determined by differential leveling EA0854.and adjusted by the National Geodetic Survey in June 1991. EA0854 EA0854.The Laplace correction was computed from DEFLEC99 derived deflections. EA0854 EA0854.The geoid height was determined by GEOID03. EA0854 EA0854.The dynamic height is computed by dividing the NAVD 88 EA0854.geopotential number by the normal gravity value computed on the EA0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0854.degrees latitude (g = 980.6199 gals.). EA0854 EA0854.The modeled gravity was interpolated from observed gravity values. EA0854 EA0854; North East Units Scale Factor Converg. EA0854;SPC NC - 69,348.244 711,141.857 MT 0.99999004 +0 38 13.8 EA0854;SPC NC - 227,520.03 2,333,137.91 sFT 0.99999004 +0 38 13.8 EA0854;UTM 18 - 3,806,988.486 233,679.813 MT 1.00047435 -1 38 09.2 EA0854 EA0854! - Elev Factor x Scale Factor = Combined Factor EA0854!SPC NC - 1.00000530 x 0.99999004 = 0.99999534 EA0854!UTM 18 - 1.00000530 x 1.00047435 = 1.00047965 EA0854 EA0854: Primary Azimuth Mark Grid Az EA0854:SPC NC - CAPE 191 58 19.2 EA0854:UTM 18 - CAPE 194 14 42.2 EA0854 EA0854|---------------------------------------------------------------------| EA0854| PID Reference Object Distance Geod. Az | EA0854| dddmmss.s | EA0854| EA0853 CAPE APPROX. 0.5 KM 1923633.0 | EA0854|---------------------------------------------------------------------| EA0854 EA0854 SUPERSEDED SURVEY CONTROL EA0854 EA0854 NAD 27 - 34 22 11.54877(N) 077 53 46.83506(W) AD( ) 2 EA0854 NGVD 29 (??/??/92) 3.098 (m) 10.16 (f) ADJ UNCH 2 2 EA0854 EA0854.Superseded values are not recommended for survey control. EA0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0854.See file dsdata.txt to determine how the superseded data were derived. EA0854 EA0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3368006988(NAD 83) EA0854_MARKER: DD = SURVEY DISK EA0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0854_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0854_STAMPING: FEAR 1968 EA0854 EA0854 HISTORY - Date Condition Report By EA0854 HISTORY - 1968 MONUMENTED NCGS EA0854 HISTORY - 1968 GOOD CGS EA0854 HISTORY - 1975 GOOD NCGS EA0854 HISTORY - 1984 GOOD USPSQD EA0854 EA0854 STATION DESCRIPTION EA0854 EA0854'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0854'FEAR IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA0854'THE VICINITY OF WILMINGTON, NORTH CAROLINA. EA0854' EA0854'FEAR IS LOCATED APPROXIMATELY 9.7 MILES NNE OF THE CENTER OF EA0854'WILMINGTON. TO REACH STATION PROCEED FROM THE INTERSECTION OF EA0854'NC 132 WITH U.S. 117 AT THE SOUTH SIDE OF CASTLE HAYNE, GO NORTH EA0854'ON U.S. 117 FOR 1.45 MILES TO STATION. WHICH IS ON THE EAST EA0854'SHOULDER OF HIGHWAY IN CURVE, 0.45 MILE NORTH OF BRIDGE OVER EA0854'CAPE FEAR RIVER. EA0854' EA0854'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EA0854'FEAR 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA0854'WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EA0854' EA0854'MARK IS EA0854' EA0854'16.5 FT E OF C/L OF U.S. 117 EA0854' EA0854'28.5 FT SSW OF 4X4 POST WITH LITTER DEPOSIT 1/4 MILE RIGHT EA0854'SIGN, AND WITH ALUMINUM REF. TAG EA0854' EA0854'48.3 FT NW OF 10 INCH MAPLE WITH ALUMINUM REF. TAG ON E SIDE EA0854'OF HIGHWAY EA0854' EA0854'37.4 FT WNW OF 10 INCH SYCAMORE WITH ALUMINUM REF. TAG ON E EA0854'SIDE OF HIGHWAY EA0854' EA0854'37.5 FT WSW OF 6 INCH MAPLE WITH ALUMINUM REF. TAG ON E SIDE EA0854'OF HIGHWAY EA0854 EA0854 STATION RECOVERY (1968) EA0854 EA0854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WHS) EA0854'RECOVERED IN GOOD CONDITION. THE DESCRIPTION BY THE NORTH EA0854'CAROLINA GEODETIC SURVEY IS ADEQUATE. EA0854 EA0854 STATION RECOVERY (1975) EA0854 EA0854'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0854'1.1 MI N FROM CASTLE HAYNE. EA0854'TO REACH STATION FROM THE INTERSECTION OF NC 132 WITH US 117 AT THE EA0854'SOUTH SIDE OF CASTLE HAYNE, PROCEED NORTH ON US 117 FOR 1.45 MILES TO EA0854'STATION IN EAST SHOULDER OF HIGHWAY IN A CURVE, AND 0.4 MILE NORTH OF EA0854'BRIDGE OVER NORTHEAST CAPE FEAR RIVER. 16.5 FT. E OF C/L OF US 117, EA0854'28.5 FT. SSW OF 4X4 POST WITH LITTER DEPOSIT 1/4 MILE RIGHT SIGN WITH EA0854'ALUMINUM REF. TAG, 48.3 FT. NW OF 10 INCH MAPLE WITH ALUMINUM REF. TAG EA0854'ON E SIDE OF HIGHWAY, 37.4 FT. WNW OF 10 INCH SYCAMORE WITH ALUMINUM EA0854'REF. TAG ON E SIDE OF HIGHWAY, AND 37.5 FT. WSW OF 6 INCH MAPLE WITH EA0854'ALUMINUM REF. TAG ON E SIDE OF HIGHWAY. DISK IS SET IN CONCRETE EA0854'CYLINDER, 4 INCHES BELOW THE GROUND. EA0854 EA0854 STATION RECOVERY (1984) EA0854 EA0854'RECOVERY NOTE BY US POWER SQUADRON 1984 (HW) EA0854'FEAR - 1968 RECOVERED EXCELLENT. EA0854' EA0854'ALL DIRECTIONS ARE EXCELLENT. MARK FOUND TWO INCHES UNDER GROUND ON EA0854'SHOULDER OF HIWAY 117. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1475 *********************************************************************** EB1475 DESIGNATION - FIELD EB1475 PID - EB1475 EB1475 STATE/COUNTY- NC/PENDER EB1475 USGS QUAD - CURRIE (1988) EB1475 EB1475 *CURRENT SURVEY CONTROL EB1475 ___________________________________________________________________ EB1475* NAD 83(1986)- 34 24 29.61652(N) 078 02 46.35540(W) ADJUSTED EB1475* NAVD 88 - 15.906 (meters) 52.18 (feet) ADJUSTED EB1475 ___________________________________________________________________ EB1475 LAPLACE CORR- -3.95 (seconds) DEFLEC99 EB1475 GEOID HEIGHT- -36.08 (meters) GEOID03 EB1475 DYNAMIC HT - 15.891 (meters) 52.14 (feet) COMP EB1475 MODELED GRAV- 979,686.0 (mgal) NAVD 88 EB1475 EB1475 HORZ ORDER - SECOND EB1475 VERT ORDER - FIRST CLASS II EB1475 EB1475.The North Carolina HARNS have been completed but, EB1475.due to contractual restrictions, coordinates for these stations EB1475.will NOT be published in the near future. In the interim, the EB1475.published coordinates in North Carolina will not be EB1475.consistent with the Continuously Operating Reference Stations EB1475.(CORS). The HARN coordinates for these stations are available EB1475.upon request. Contact Gary Thompson(919-733-3836). EB1475. EB1475.In addition, the published North Carolina positions EB1475.(NAD 83 (1986)) are NOT consistent with those determined in EB1475.adjacent state readjustments. The discontinuity between stations EB1475.located in North Carolina and those in adjacent states EB1475.which have been adjusted to the HARN may be as much as 5 EB1475.decimeters. This will result in a significant loss of accuracy EB1475.over lines crossing such state borders. EB1475 EB1475 EB1475.The horizontal coordinates were established by classical geodetic methods EB1475.and adjusted by the National Geodetic Survey in July 1986. EB1475 EB1475.The orthometric height was determined by differential leveling EB1475.and adjusted by the National Geodetic Survey in June 1991. EB1475 EB1475.The Laplace correction was computed from DEFLEC99 derived deflections. EB1475 EB1475.The geoid height was determined by GEOID03. EB1475 EB1475.The dynamic height is computed by dividing the NAVD 88 EB1475.geopotential number by the normal gravity value computed on the EB1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1475.degrees latitude (g = 980.6199 gals.). EB1475 EB1475.The modeled gravity was interpolated from observed gravity values. EB1475 EB1475; North East Units Scale Factor Converg. EB1475;SPC NC - 73,440.536 697,290.075 MT 0.99998010 +0 33 01.8 EB1475;SPC NC - 240,946.16 2,287,692.52 sFT 0.99998010 +0 33 01.8 EB1475;UTM 17 - 3,811,377.748 771,508.132 MT 1.00050875 +1 40 12.6 EB1475;UTM 18 - 3,811,629.416 219,993.916 MT 1.00056653 -1 43 21.0 EB1475 EB1475! - Elev Factor x Scale Factor = Combined Factor EB1475!SPC NC - 1.00000317 x 0.99998010 = 0.99998327 EB1475!UTM 17 - 1.00000317 x 1.00050875 = 1.00051192 EB1475!UTM 18 - 1.00000317 x 1.00056653 = 1.00056970 EB1475 EB1475: Primary Azimuth Mark Grid Az EB1475:SPC NC - HUG 161 43 58.2 EB1475:UTM 17 - HUG 160 36 47.4 EB1475:UTM 18 - HUG 164 00 21.0 EB1475 EB1475|---------------------------------------------------------------------| EB1475| PID Reference Object Distance Geod. Az | EB1475| dddmmss.s | EB1475| EB1476 HUG APPROX. 1.0 KM 1621700.0 | EB1475|---------------------------------------------------------------------| EB1475 EB1475 SUPERSEDED SURVEY CONTROL EB1475 EB1475 NAD 27 - 34 24 29.01089(N) 078 02 47.38496(W) AD( ) 2 EB1475 NGVD 29 (10/06/93) 16.194 (m) 53.13 (f) ADJUSTED 1 2 EB1475 EB1475.Superseded values are not recommended for survey control. EB1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1475.See file dsdata.txt to determine how the superseded data were derived. EB1475 EB1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU7150811378(NAD 83) EB1475_MARKER: DE = TRAVERSE STATION DISK EB1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1475_SP_SET: CONCRETE POST EB1475_STAMPING: FIELD 1973 EB1475_MARK LOGO: NCGS EB1475_PROJECTION: RECESSED 5 CENTIMETERS EB1475_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EB1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1475+STABILITY: SURFACE MOTION EB1475 EB1475 HISTORY - Date Condition Report By EB1475 HISTORY - 1973 MONUMENTED NCGS EB1475 HISTORY - 1980 GOOD NCGS EB1475 HISTORY - 1980 GOOD NCGS EB1475 HISTORY - 19941129 GOOD NCGS EB1475 EB1475 STATION DESCRIPTION EB1475 EB1475'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB1475'FIELD IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB1475'VICINITY OF CURRIE, NORTH CAROLINA. EB1475' EB1475'FIELD IS LOCATED APPROXIMATELY 04.9 MILES SE OF CURRIE, AND 13.3 EB1475'MILES NW OF WILMINGTON. TO REACH THE STATION FROM INTERSECTION OF EB1475'US 421 AND NC 210 EAST OF CURRIE. PROCEED SOUTH ALONG US 421 FOR EB1475'3.4 MILES TO STATION ON THE RIGHT AT SE CORNER OF WOODS AND ON EB1475'NORTH EDGE OF A FIELD ROAD. 0.35 MILE NORTH OF INTERSECTION WITH EB1475'SR 1114 (WEST). EB1475' EB1475'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED FIELD EB1475'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2 EB1475'INCHES BELOW THE SURFACE OF THE GROUND. EB1475' EB1475'MARK IS EB1475' EB1475'32.0 FEET W OF C/L OF US 421. EB1475'8.8 FEET N OF C/L OF FIELD ROAD. EB1475'16.1 FEET E OF 8 INCH POLE W/ALUMINUM REF. TAG. EB1475'51.8 FEET SE OF 12 INCH PINE W/ALUMINUM REF. TAG. EB1475 EB1475 STATION RECOVERY (1980) EB1475 EB1475'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EB1475'THE STATION WAS RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE EB1475'EXCEPT FOR THE FOLLOWING CORRECTIONS. DELETE REFERENCES TO AN 8 INCH EB1475'POLE AND A 12 INCH PINE. EB1475' EB1475'THE MARK IS 7.0 FEET NORTH OF THE CENTERLINE OF FIELD ROAD, 43.5 FEET EB1475'NORTHEAST OF A FENCE POST WITH REFERENCE TAG AND 51.0 FEET SOUTHEAST EB1475'OF A FENCE POST WITH REFERENCE TAG. EB1475 EB1475 STATION RECOVERY (1980) EB1475 EB1475'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EB1475'4.9 MI SE FROM CURRIE. EB1475'3.45 MILES SOUTH ALONG U.S. 421 FROM INTERSECTION WITH N.C. 210 EAST EB1475'OF CURRIE, ON WEST SIDE OF HIGHWAY AT SOUTHEAST CORNER OF WOODS, AT EB1475'A FIELD ROAD AND 0.35 MILE NORTH OF SR 1114, 32.0 FEET WEST OF EB1475'CENTERLINE OF SOUTHBOUND LANES, 7.0 FEET NORTH OF CENTERLINE OF FARM EB1475'ROAD, 43.5 FEET NORTHEAST OF RENCE POST WITH REFERENCE TAG AND 51.0 EB1475'FEET SOUTHEAST OF FENCE POST WITH REFERENCE TAG. EB1475'THE MARK IS 0.5 FT BELOW HIGHWAY. EB1475 EB1475 STATION RECOVERY (1994) EB1475 EB1475'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (EWB) EB1475'RECOVERED AS DESCRIBED. MARK IS FLUSH WITH GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2089 *********************************************************************** EB2089 DESIGNATION - FIRE EB2089 PID - EB2089 EB2089 STATE/COUNTY- NC/PENDER EB2089 USGS QUAD - CURRIE (1988) EB2089 EB2089 *CURRENT SURVEY CONTROL EB2089 ___________________________________________________________________ EB2089* NAD 83(1986)- 34 27 47.43815(N) 078 02 56.59416(W) ADJUSTED EB2089* NAVD 88 - 5.9 (meters) 19. (feet) VERTCON EB2089 ___________________________________________________________________ EB2089 LAPLACE CORR- -3.65 (seconds) DEFLEC99 EB2089 GEOID HEIGHT- -36.08 (meters) GEOID03 EB2089 EB2089 HORZ ORDER - SECOND EB2089 EB2089.The North Carolina HARNS have been completed but, EB2089.due to contractual restrictions, coordinates for these stations EB2089.will NOT be published in the near future. In the interim, the EB2089.published coordinates in North Carolina will not be EB2089.consistent with the Continuously Operating Reference Stations EB2089.(CORS). The HARN coordinates for these stations are available EB2089.upon request. Contact Gary Thompson(919-733-3836). EB2089. EB2089.In addition, the published North Carolina positions EB2089.(NAD 83 (1986)) are NOT consistent with those determined in EB2089.adjacent state readjustments. The discontinuity between stations EB2089.located in North Carolina and those in adjacent states EB2089.which have been adjusted to the HARN may be as much as 5 EB2089.decimeters. This will result in a significant loss of accuracy EB2089.over lines crossing such state borders. EB2089 EB2089 EB2089.The horizontal coordinates were established by classical geodetic methods EB2089.and adjusted by the National Geodetic Survey in July 1986. EB2089 EB2089.The NAVD 88 height was computed by applying the VERTCON shift value to EB2089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2089 EB2089.The Laplace correction was computed from DEFLEC99 derived deflections. EB2089 EB2089.The geoid height was determined by GEOID03. EB2089 EB2089; North East Units Scale Factor Converg. EB2089;SPC NC - 79,533.254 696,970.214 MT 0.99996657 +0 32 55.9 EB2089;SPC NC - 260,935.35 2,286,643.11 sFT 0.99996657 +0 32 55.9 EB2089;UTM 17 - 3,817,466.293 771,068.917 MT 1.00050580 +1 40 15.2 EB2089;UTM 18 - 3,817,733.649 219,916.029 MT 1.00056706 -1 43 35.4 EB2089 EB2089! - Elev Factor x Scale Factor = Combined Factor EB2089!SPC NC - 1.00000473 x 0.99996657 = 0.99997130 EB2089!UTM 17 - 1.00000473 x 1.00050580 = 1.00051054 EB2089!UTM 18 - 1.00000473 x 1.00056706 = 1.00057180 EB2089 EB2089: Primary Azimuth Mark Grid Az EB2089:SPC NC - CROSSTIE 356 19 31.1 EB2089:UTM 17 - CROSSTIE 355 12 11.8 EB2089:UTM 18 - CROSSTIE 358 36 02.4 EB2089 EB2089|---------------------------------------------------------------------| EB2089| PID Reference Object Distance Geod. Az | EB2089| dddmmss.s | EB2089| EB2088 CROSSTIE APPROX. 1.7 KM 3565227.0 | EB2089|---------------------------------------------------------------------| EB2089 EB2089 SUPERSEDED SURVEY CONTROL EB2089 EB2089 NAD 27 - 34 27 46.83420(N) 078 02 57.61618(W) AD( ) 2 EB2089 NGVD 29 (07/19/86) 6.2 (m) 20. (f) VERT ANG EB2089 EB2089.Superseded values are not recommended for survey control. EB2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2089.See file dsdata.txt to determine how the superseded data were derived. EB2089 EB2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU7106917466(NAD 83) EB2089_MARKER: DE = TRAVERSE STATION DISK EB2089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2089_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2089_STAMPING: FIRE 1973 EB2089_MARK LOGO: NCGS EB2089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2089+STABILITY: SURFACE MOTION EB2089 EB2089 HISTORY - Date Condition Report By EB2089 HISTORY - 1973 MONUMENTED NCGS EB2089 EB2089 STATION DESCRIPTION EB2089 EB2089'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB2089'FIRE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2089'VICINITY OF CURRIE, NORTH CAROLINA. EB2089' EB2089'FIRE IS LOCATED APPROXIMATELY 03.0 MILES EAST OF CURRIE, AND 09.4 EB2089'MILES SW OF BURGAW. TO REACH THE STATION FROM INTERSECTION OF US EB2089'421 AND NC 210 EAST OF CURRIE. PROCEED NORTH ALONG US 421 FOR 0.4 EB2089'MILES TO STATION ON THE RIGHT SHOULDER. 2.0 MILES SOUTH OF EB2089'INTERSECTION WITH SR 1119 (SW), AND ON SOUTH SIDE OF A DRIVEWAY EB2089'ENTRANCE TO HOUSE (BURNED IN REAR AREA). EB2089' EB2089'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED FIRE EB2089'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 6 EB2089'INCHES BELOW THE SURFACE OF THE GROUND. EB2089' EB2089'MARK IS EB2089' EB2089'22.4 FEET E OF C/L OF US 421. EB2089'17.5 FEET S OF C/L OF DRIVEWAY. EB2089'13.7 FEET W OF SOUTH END OF DRIVEWAY CULVERT. EB2089'79.7 FEET SW OF PP 13405 W/ALUMINUM REF. TAG. EB2089'62.2 FEET WSW OF 20 FOOT PINE W/ALUMINUM REF. TAG. EB2089'51.9 FEET WSW OF TELEPHONE SERVICE BOX NO. 12-3. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2499 *********************************************************************** EA2499 DESIGNATION - GANAT EA2499 PID - EA2499 EA2499 STATE/COUNTY- NC/PENDER EA2499 USGS QUAD - HOLLY RIDGE (1997) EA2499 EA2499 *CURRENT SURVEY CONTROL EA2499 ___________________________________________________________________ EA2499* NAD 83(1986)- 34 25 22.74690(N) 077 32 55.75194(W) ADJUSTED EA2499* NAVD 88 - 2. (meters) 7. (feet) SCALED EA2499 ___________________________________________________________________ EA2499 LAPLACE CORR- -1.95 (seconds) DEFLEC99 EA2499 GEOID HEIGHT- -37.40 (meters) GEOID03 EA2499 EA2499 HORZ ORDER - THIRD EA2499 EA2499.The North Carolina HARNS have been completed but, EA2499.due to contractual restrictions, coordinates for these stations EA2499.will NOT be published in the near future. In the interim, the EA2499.published coordinates in North Carolina will not be EA2499.consistent with the Continuously Operating Reference Stations EA2499.(CORS). The HARN coordinates for these stations are available EA2499.upon request. Contact Gary Thompson(919-733-3836). EA2499. EA2499.In addition, the published North Carolina positions EA2499.(NAD 83 (1986)) are NOT consistent with those determined in EA2499.adjacent state readjustments. The discontinuity between stations EA2499.located in North Carolina and those in adjacent states EA2499.which have been adjusted to the HARN may be as much as 5 EA2499.decimeters. This will result in a significant loss of accuracy EA2499.over lines crossing such state borders. EA2499 EA2499 EA2499.The horizontal coordinates were established by classical geodetic methods EA2499.and adjusted by the National Geodetic Survey in July 1986. EA2499 EA2499.The orthometric height was scaled from a topographic map. EA2499 EA2499.The Laplace correction was computed from DEFLEC99 derived deflections. EA2499 EA2499.The geoid height was determined by GEOID03. EA2499 EA2499; North East Units Scale Factor Converg. EA2499;SPC NC - 75,631.395 742,992.105 MT 0.99997638 +0 50 15.3 EA2499;SPC NC - 248,134.00 2,437,633.26 sFT 0.99997638 +0 50 15.3 EA2499;UTM 18 - 3,812,003.701 265,766.981 MT 1.00027633 -1 26 29.4 EA2499 EA2499! - Elev Factor x Scale Factor = Combined Factor EA2499!SPC NC - 1.00000560 x 0.99997638 = 0.99998198 EA2499!UTM 18 - 1.00000560 x 1.00027633 = 1.00028194 EA2499 EA2499: Primary Azimuth Mark Grid Az EA2499:SPC NC - BECK 270 54 28.4 EA2499:UTM 18 - BECK 273 11 13.1 EA2499 EA2499|---------------------------------------------------------------------| EA2499| PID Reference Object Distance Geod. Az | EA2499| dddmmss.s | EA2499| EA2486 BEACON 25 APPROX. 3.4 KM 0314413.5 | EA2499| EA2484 BEACON 19 APPROX. 6.3 KM 0365057.3 | EA2499| EA2487 BEACON 31 APPROX. 3.6 KM 2575357.8 | EA2499| EA2490 BECK APPROX. 2.5 KM 2714443.7 | EA2499| EA2502 LACEY APPROX. 1.7 KM 3173910.0 | EA2499| EA2519 3 5 6 APPROX. 0.8 KM 3410153.2 | EA2499| EA2516 BEACON 12 APPROX. 0.8 KM 3412002.6 | EA2499|---------------------------------------------------------------------| EA2499 EA2499 SUPERSEDED SURVEY CONTROL EA2499 EA2499 NAD 27 - 34 25 22.13900(N) 077 32 56.86900(W) AD( ) 3 EA2499 EA2499.Superseded values are not recommended for survey control. EA2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2499.See file dsdata.txt to determine how the superseded data were derived. EA2499 EA2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6576712004(NAD 83) EA2499_MARKER: DS = TRIANGULATION STATION DISK EA2499_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE EA2499_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EA2499_MARK LOGO: CGS EA2499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA2499 EA2499 HISTORY - Date Condition Report By EA2499 HISTORY - 1914 MONUMENTED CGS EA2499 HISTORY - 1926 MARK NOT FOUND CGS EA2499 HISTORY - 1933 SEE DESCRIPTION CGS EA2499 HISTORY - 1942 SEE DESCRIPTION USE EA2499 HISTORY - 1943 SEE DESCRIPTION CGS EA2499 EA2499 STATION DESCRIPTION EA2499 EA2499'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS) EA2499'STATION IS ABOUT 7 MILES NE FROM NEW TOPSAIL INLET, ON THE EA2499'MAIN RIDGE OF THE BANKS OPPOSITE SEARS LANDING. EA2499' EA2499'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN EA2499'CONCRETE AT THE CENTER OF THE TOP OF A TILE. EA2499' EA2499'STATION IS BEST REACHED FROM THE CREEK LEADING E FROM BLUFF BAY. EA2499 EA2499 STATION RECOVERY (1926) EA2499 EA2499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (KTA) EA2499'STATION NOT RECOVERED. PROBABLY BURIED BY SHIFTING SANDS. EA2499 EA2499 STATION RECOVERY (1933) EA2499 EA2499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JAB) EA2499'STATION WAS FOUND WITH THE TOP OF THE DRAIN TILE BROKEN EA2499'OFF. THE BROKEN PARTS WERE FITTED TOGETHER, THE CENTER EA2499'RE-ESTABLISHED AND THE STATION RE-MARKED WITH A STANDARD BRONZE EA2499'DISK SET IN A MOUNDED MASS OF CONCRETE. EA2499 EA2499 STATION RECOVERY (1942) EA2499 EA2499'RECOVERY NOTE BY US ENGINEERS 1942 EA2499'STATION DESTROYED BY EROSION. EA2499 EA2499 STATION RECOVERY (1943) EA2499 EA2499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (KB) EA2499'LETTER OF MR. K. BRYAN, HOLLY RIDGE, N. C., DATED EA2499'OCT. 22, 1943-- EA2499' EA2499'ABOUT EIGHT MILES NORTHEAST OF TOPSAIL INLET, N.C. REMOVED EA2499'BY ARMED FORCES IN INSTALLING DEFENSE MEASURES AND IS LYING EA2499'AT FOOT OF DUNE FROM WHICH IT WAS REMOVED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1015 *********************************************************************** EA1015 DESIGNATION - GARAGE EA1015 PID - EA1015 EA1015 STATE/COUNTY- NC/PENDER EA1015 USGS QUAD - STAG PARK (1981) EA1015 EA1015 *CURRENT SURVEY CONTROL EA1015 ___________________________________________________________________ EA1015* NAD 83(1986)- 34 37 15.64404(N) 077 47 52.47237(W) ADJUSTED EA1015* NAVD 88 - 5.925 (meters) 19.44 (feet) ADJUSTED EA1015 ___________________________________________________________________ EA1015 LAPLACE CORR- -3.52 (seconds) DEFLEC99 EA1015 GEOID HEIGHT- -36.68 (meters) GEOID03 EA1015 DYNAMIC HT - 5.919 (meters) 19.42 (feet) COMP EA1015 MODELED GRAV- 979,672.7 (mgal) NAVD 88 EA1015 EA1015 HORZ ORDER - SECOND EA1015 VERT ORDER - SECOND CLASS II EA1015 EA1015.The North Carolina HARNS have been completed but, EA1015.due to contractual restrictions, coordinates for these stations EA1015.will NOT be published in the near future. In the interim, the EA1015.published coordinates in North Carolina will not be EA1015.consistent with the Continuously Operating Reference Stations EA1015.(CORS). The HARN coordinates for these stations are available EA1015.upon request. Contact Gary Thompson(919-733-3836). EA1015. EA1015.In addition, the published North Carolina positions EA1015.(NAD 83 (1986)) are NOT consistent with those determined in EA1015.adjacent state readjustments. The discontinuity between stations EA1015.located in North Carolina and those in adjacent states EA1015.which have been adjusted to the HARN may be as much as 5 EA1015.decimeters. This will result in a significant loss of accuracy EA1015.over lines crossing such state borders. EA1015 EA1015 EA1015.The horizontal coordinates were established by classical geodetic methods EA1015.and adjusted by the National Geodetic Survey in July 1986. EA1015 EA1015.The orthometric height was determined by differential leveling EA1015.and adjusted by the National Geodetic Survey in June 1991. EA1015 EA1015.The Laplace correction was computed from DEFLEC99 derived deflections. EA1015 EA1015.The geoid height was determined by GEOID03. EA1015 EA1015.The dynamic height is computed by dividing the NAVD 88 EA1015.geopotential number by the normal gravity value computed on the EA1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1015.degrees latitude (g = 980.6199 gals.). EA1015 EA1015.The modeled gravity was interpolated from observed gravity values. EA1015 EA1015; North East Units Scale Factor Converg. EA1015;SPC NC - 97,290.284 719,831.358 MT 0.99993275 +0 41 37.7 EA1015;SPC NC - 319,193.21 2,361,646.71 sFT 0.99993275 +0 41 37.7 EA1015;UTM 18 - 3,834,576.239 243,478.173 MT 1.00041115 -1 35 25.8 EA1015 EA1015! - Elev Factor x Scale Factor = Combined Factor EA1015!SPC NC - 1.00000483 x 0.99993275 = 0.99993758 EA1015!UTM 18 - 1.00000483 x 1.00041115 = 1.00041598 EA1015 EA1015: Primary Azimuth Mark Grid Az EA1015:SPC NC - JANIS 057 21 44.4 EA1015:UTM 18 - JANIS 059 38 47.9 EA1015 EA1015|---------------------------------------------------------------------| EA1015| PID Reference Object Distance Geod. Az | EA1015| dddmmss.s | EA1015| EA1028 JANIS APPROX. 1.1 KM 0580322.1 | EA1015|---------------------------------------------------------------------| EA1015 EA1015 SUPERSEDED SURVEY CONTROL EA1015 EA1015 NAD 27 - 34 37 15.04008(N) 077 47 53.53098(W) AD( ) 2 EA1015 NGVD 29 (??/??/92) 6.224 (m) 20.42 (f) ADJ UNCH 2 2 EA1015 EA1015.Superseded values are not recommended for survey control. EA1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1015.See file dsdata.txt to determine how the superseded data were derived. EA1015 EA1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4347834576(NAD 83) EA1015_MARKER: DD = SURVEY DISK EA1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1015_STAMPING: GARAGE 1974 EA1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1015+STABILITY: SURFACE MOTION EA1015 EA1015 HISTORY - Date Condition Report By EA1015 HISTORY - 1974 MONUMENTED NCGS EA1015 HISTORY - 1975 GOOD NCGS EA1015 EA1015 STATION DESCRIPTION EA1015 EA1015'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA1015'GARAGE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA1015'THE VICINITY OF BURGAW, NORTH CAROLINA. EA1015' EA1015'GARAGE IS LOCATED APPROXIMATELY 8.7 MILES ENE OF BURGAW AND 6.5 EA1015'MILES WSW OF MAPLE HILL. TO REACH STATION FROM INTERSECTION OF EA1015'U.S. 117 BYPASS WITH NC 53 AT NORTHEAST EDGE OF BURGAW, PROCEED EA1015'NORTHEAST ALONG NC 53 FOR 8.9 MILES TO STATION ON RIGHT NEAR A EA1015'GARAGE AND AT A POWER LINE SUPPORT POLE, AND 0.4 MILE NORTHEAST EA1015'OF INTERSECTION WITH SR 1523. EA1015' EA1015'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1015'GARAGE 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA1015'WHICH IS 5 INCHES ABOVE THE SURFACE OF THE GROUND. EA1015' EA1015'MARK IS 49.5 FT S OF C/L OF NC 53 EA1015' EA1015'103.0 FT S OF PP WITH ALUMINUM REF. TAG EA1015' EA1015'1.3 FT N OF SUPPORT POLE WITH ALUMINUM REF. TAG EA1015' EA1015'35.0 FT E OF 3 INCH MAPLE TREE WITH ALUMINUM REF. TAG EA1015 EA1015 STATION RECOVERY (1975) EA1015 EA1015'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA1015'6.5 MI WSW FROM MAPLE HILL. EA1015'STATION IS LOCATED APPROXIMATELY 8.7 MILES ENE OF BURGAW. TO REACH EA1015'STATION FROM INTERSECTION OF US 117 BYPASS WITH NC 53 AT NORTHEAST EA1015'EDGE OF BURGAW, PROCEED NORTHEAST ALONG NC 53 FOR 8.9 MILES TO STATION EA1015'ON RIGHT NEAR A GARAGE AND AT A POWER LINE SUPPORT POLE, AND 0.4 MILE EA1015'NORTHEAST OF INTERSECTION WITH SR 1523. 49.5 FT. S OF C/L OF NC 53, EA1015'103.0 FT. S OF PP WITH ALUMINUM REF. TAG, 1.3 FT. N OF SUPPORT POLE EA1015'WITH ALUMINUM REF. TAG, AND 35.0 FT. E OF 3 INCH MAPLE TREE WITH EA1015'ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER, 5 INCHES ABOVE EA1015'THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1544 *********************************************************************** EA1544 DESIGNATION - GARDEN EA1544 PID - EA1544 EA1544 STATE/COUNTY- NC/PENDER EA1544 USGS QUAD - HOLLY RIDGE (1997) EA1544 EA1544 *CURRENT SURVEY CONTROL EA1544 ___________________________________________________________________ EA1544* NAD 83(1986)- 34 27 37.26059(N) 077 36 03.30973(W) ADJUSTED EA1544* NAVD 88 - 19.8 (meters) 65. (feet) VERTCON EA1544 ___________________________________________________________________ EA1544 LAPLACE CORR- -2.79 (seconds) DEFLEC99 EA1544 GEOID HEIGHT- -37.26 (meters) GEOID03 EA1544 EA1544 HORZ ORDER - SECOND EA1544 EA1544.The North Carolina HARNS have been completed but, EA1544.due to contractual restrictions, coordinates for these stations EA1544.will NOT be published in the near future. In the interim, the EA1544.published coordinates in North Carolina will not be EA1544.consistent with the Continuously Operating Reference Stations EA1544.(CORS). The HARN coordinates for these stations are available EA1544.upon request. Contact Gary Thompson(919-733-3836). EA1544. EA1544.In addition, the published North Carolina positions EA1544.(NAD 83 (1986)) are NOT consistent with those determined in EA1544.adjacent state readjustments. The discontinuity between stations EA1544.located in North Carolina and those in adjacent states EA1544.which have been adjusted to the HARN may be as much as 5 EA1544.decimeters. This will result in a significant loss of accuracy EA1544.over lines crossing such state borders. EA1544 EA1544 EA1544.The horizontal coordinates were established by classical geodetic methods EA1544.and adjusted by the National Geodetic Survey in January 1988. EA1544 EA1544.The NAVD 88 height was computed by applying the VERTCON shift value to EA1544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA1544 EA1544.The Laplace correction was computed from DEFLEC99 derived deflections. EA1544 EA1544.The geoid height was determined by GEOID03. EA1544 EA1544; North East Units Scale Factor Converg. EA1544;SPC NC - 79,707.021 738,145.095 MT 0.99996724 +0 48 27.0 EA1544;SPC NC - 261,505.45 2,421,731.03 sFT 0.99996724 +0 48 27.0 EA1544;UTM 18 - 3,816,270.244 261,084.422 MT 1.00030364 -1 28 20.6 EA1544 EA1544! - Elev Factor x Scale Factor = Combined Factor EA1544!SPC NC - 1.00000274 x 0.99996724 = 0.99996998 EA1544!UTM 18 - 1.00000274 x 1.00030364 = 1.00030638 EA1544 EA1544 SUPERSEDED SURVEY CONTROL EA1544 EA1544 NGVD 29 (01/20/88) 20.1 (m) 66. (f) VERT ANG EA1544 EA1544.Superseded values are not recommended for survey control. EA1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1544.See file dsdata.txt to determine how the superseded data were derived. EA1544 EA1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6108416270(NAD 83) EA1544_MARKER: DH = HORIZONTAL CONTROL DISK EA1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1544_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1544_STAMPING: GARDEN 1984 EA1544_MARK LOGO: NCGS EA1544_MAGNETIC: O = OTHER; SEE DESCRIPTION EA1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1544+STABILITY: SURFACE MOTION EA1544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1544+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1999 EA1544 EA1544 HISTORY - Date Condition Report By EA1544 HISTORY - 1984 MONUMENTED NCGS EA1544 HISTORY - 1986 GOOD USPSQD EA1544 HISTORY - 1989 GOOD USPSQD EA1544 HISTORY - 19990803 SEE DESCRIPTION NCGS EA1544 HISTORY - 20050313 MARK NOT FOUND USPSQD EA1544 EA1544 STATION DESCRIPTION EA1544 EA1544'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) EA1544'STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) NORTHEAST OF HAMPSTEAD AND EA1544'6.0 KM (3.7 MI) SOUTHWEST OF HOLLY RIDGE. EA1544' EA1544'ALONG US 17 FOR 5.9 KM (3.65 MI) SOUTHWEST FROM THE INTERSECTION EA1544'WITH NC 50 (IN HOLLY RIDGE), OR 0.8 KM (0.5 MI) NORTHEAST FROM THE EA1544'INTERSECTION WITH NC 210, APPROXIMATELY 250 FT EAST-NORTHEAST OF A EA1544'ORTON PLANTATION BILLBOARD. EA1544' EA1544'THE STATION IS A STANDARD NCGS DISK STAMPED---GARDEN 1984---, SET IN EA1544'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER, RECESSED 8 EA1544'CM BELOW GROUND. LOCATED EA1544'7.2 METERS (23.6 FT) NORTH-NORTHWEST OF CENTERLINE OF HIGHWAY, EA1544'52 METERS (170.6 FT) NORTH-NORTHEAST OF A TELEPHONE PEDESTAL (102E), EA1544'AND--, 9.8 METERS (32.3 FT) SOUTH OF A 6 INCH MAPLE, EA1544'19.7 METERS (64.5 FT) EAST-SOUTHEAST OF A 12 INCH PINE, AND EA1544'40.8 METERS (33.8 FT) EAST-NORTHEAST OF A BRACE POLE--ALL WITH EA1544'REFERENCE TAGS. EA1544' EA1544'MARK IS LEVEL WITH HIGHWAY. EA1544 EA1544 STATION RECOVERY (1986) EA1544 EA1544'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB) EA1544'RECOVERED IN GOOD CONDITION. EA1544 EA1544 STATION RECOVERY (1989) EA1544 EA1544'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMP) EA1544'RECOVERED IN GOOD CONDITION. EA1544 EA1544 STATION RECOVERY (1999) EA1544 EA1544'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH) EA1544'NOT FOUND PROBABLY LOST DUE TO US 17 FOUR LANE IMPROVEMENTS. EA1544 EA1544 STATION RECOVERY (2005) EA1544 EA1544'RECOVERY NOTE BY US POWER SQUADRON 2005 EA1544'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1016 *********************************************************************** EA1016 DESIGNATION - GENEVA EA1016 PID - EA1016 EA1016 STATE/COUNTY- NC/PENDER EA1016 USGS QUAD - MAPLE HILL (1981) EA1016 EA1016 *CURRENT SURVEY CONTROL EA1016 ___________________________________________________________________ EA1016* NAD 83(1986)- 34 39 29.36790(N) 077 43 58.67885(W) ADJUSTED EA1016* NAVD 88 - 6.732 (meters) 22.09 (feet) ADJUSTED EA1016 ___________________________________________________________________ EA1016 LAPLACE CORR- -3.35 (seconds) DEFLEC99 EA1016 GEOID HEIGHT- -36.80 (meters) GEOID03 EA1016 DYNAMIC HT - 6.726 (meters) 22.07 (feet) COMP EA1016 MODELED GRAV- 979,671.9 (mgal) NAVD 88 EA1016 EA1016 HORZ ORDER - SECOND EA1016 VERT ORDER - SECOND CLASS II EA1016 EA1016.The North Carolina HARNS have been completed but, EA1016.due to contractual restrictions, coordinates for these stations EA1016.will NOT be published in the near future. In the interim, the EA1016.published coordinates in North Carolina will not be EA1016.consistent with the Continuously Operating Reference Stations EA1016.(CORS). The HARN coordinates for these stations are available EA1016.upon request. Contact Gary Thompson(919-733-3836). EA1016. EA1016.In addition, the published North Carolina positions EA1016.(NAD 83 (1986)) are NOT consistent with those determined in EA1016.adjacent state readjustments. The discontinuity between stations EA1016.located in North Carolina and those in adjacent states EA1016.which have been adjusted to the HARN may be as much as 5 EA1016.decimeters. This will result in a significant loss of accuracy EA1016.over lines crossing such state borders. EA1016 EA1016 EA1016.The horizontal coordinates were established by classical geodetic methods EA1016.and adjusted by the National Geodetic Survey in July 1986. EA1016 EA1016.The orthometric height was determined by differential leveling EA1016.and adjusted by the National Geodetic Survey in June 1991. EA1016 EA1016.The Laplace correction was computed from DEFLEC99 derived deflections. EA1016 EA1016.The geoid height was determined by GEOID03. EA1016 EA1016.The dynamic height is computed by dividing the NAVD 88 EA1016.geopotential number by the normal gravity value computed on the EA1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1016.degrees latitude (g = 980.6199 gals.). EA1016 EA1016.The modeled gravity was interpolated from observed gravity values. EA1016 EA1016; North East Units Scale Factor Converg. EA1016;SPC NC - 101,484.417 725,733.607 MT 0.99992588 +0 43 52.7 EA1016;SPC NC - 332,953.46 2,381,011.01 sFT 0.99992588 +0 43 52.7 EA1016;UTM 18 - 3,838,533.513 249,545.778 MT 1.00037322 -1 33 18.0 EA1016 EA1016! - Elev Factor x Scale Factor = Combined Factor EA1016!SPC NC - 1.00000472 x 0.99992588 = 0.99993060 EA1016!UTM 18 - 1.00000472 x 1.00037322 = 1.00037794 EA1016 EA1016: Primary Azimuth Mark Grid Az EA1016:SPC NC - SUPPORT 064 15 31.0 EA1016:UTM 18 - SUPPORT 066 32 41.7 EA1016 EA1016|---------------------------------------------------------------------| EA1016| PID Reference Object Distance Geod. Az | EA1016| dddmmss.s | EA1016| EA1104 SUPPORT APPROX. 0.7 KM 0645923.7 | EA1016| EA1125 BRIDGE 271.469 METERS 22652 | EA1016|---------------------------------------------------------------------| EA1016 EA1016 SUPERSEDED SURVEY CONTROL EA1016 EA1016 NAD 27 - 34 39 28.76011(N) 077 43 59.75187(W) AD( ) 2 EA1016 NGVD 29 (??/??/92) 7.034 (m) 23.08 (f) ADJ UNCH 2 2 EA1016 EA1016.Superseded values are not recommended for survey control. EA1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1016.See file dsdata.txt to determine how the superseded data were derived. EA1016 EA1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4954638534(NAD 83) EA1016_MARKER: DD = SURVEY DISK EA1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1016_STAMPING: GENEVA 1974 EA1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1016+STABILITY: SURFACE MOTION EA1016 EA1016 HISTORY - Date Condition Report By EA1016 HISTORY - 1974 MONUMENTED NCGS EA1016 HISTORY - 1975 GOOD NCGS EA1016 EA1016 STATION DESCRIPTION EA1016 EA1016'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA1016'GENEVA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA1016'THE VICINITY OF BURGAW, NORTH CAROLINA. EA1016' EA1016'GENEVA IS LOCATED APPROXIMATELY 13.2 MILES ENE OF BURGAW AND 2.3 EA1016'MILES WEST OF MAPLE HILL. TO REACH STATION FROM INTERSECTION OF EA1016'NC 53 AND NC 50 NORTHWEST OF MAPLE HILL, PROCEED WESTERLY ALONG EA1016'NC 53 FOR 1.7 MILES TO STATION ON RIGHT IN NORTH SHOULDER, AND EA1016'OPPOSITE A POWER POLE IN CURVE OF HIGHWAY, AND 0.15 MILE EA1016'NORTHEAST OF A BRIDGE OVER ANGOLA CREEK. EA1016' EA1016'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1016'GENEVA 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA1016'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND. EA1016' EA1016'MARK IS 19.8 FT NW OF C/L OF NC 53 EA1016' EA1016'33.9 FT SE OF PP WITH ALUMINUM REF. TAG EA1016' EA1016'73.6 FT SE OF 6 INCH MAPLE TREE WITH ALUMINUM REF. TAG EA1016' EA1016'76.4 FT S OF 6 INCH PINE WITH ALUMINUM REF. TAG EA1016' EA1016'62.4 FT S OF 3 INCH ASH TREE WITH ALUMINUM REF. TAG EA1016 EA1016 STATION RECOVERY (1975) EA1016 EA1016'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA1016'2.3 MI W FROM MAPLE HILL. EA1016'STATION IS LOCATED APPROXIMATELY 13.2 MILES ENE OF BURGAW. TO REACH EA1016'STATION FROM INTERSECTION OF NC 53 AND NC 50 NORTHWEST OF MAPLE HILL, EA1016'PROCEED WESTERLY ALONG NC 53 FOR 1.7 MILES TO STATION ON RIGHT IN EA1016'NORTH SHOULDER AND OPPOSITE A POWER POLE IN CURVE OF HIGHWAY, AND 0.15 EA1016'MILE NORTHEAST OF A BRIDGE OVER ANGOLA CREEK. 19.8 FT. NW OF C/L OF EA1016'NC 53, 33.9 FT. SE OF PP WITH ALUMINUM REF. TAG, 73.6 FT. SE OF 6 INCH EA1016'MAPLE WITH ALUMINUM REF. TAG, 76.4 FT. S OF 6 INCH PINE WITH ALUMINUM EA1016'REF. TAG, AND 62.4 FT. S OF 3 INCH ASH WITH ALUMINUM REF. TAG. DISK IS EA1016'SET IN CONCRETE CYLINDER, 6 INCHES BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2970 *********************************************************************** EA2970 DESIGNATION - GRAHAM EA2970 PID - EA2970 EA2970 STATE/COUNTY- NC/PENDER EA2970 USGS QUAD - WALLACE EAST (1981) EA2970 EA2970 *CURRENT SURVEY CONTROL EA2970 ___________________________________________________________________ EA2970* NAD 83(1986)- 34 41 39.12285(N) 077 58 13.79611(W) ADJUSTED EA2970* NAVD 88 - 18.2 (meters) 60. (feet) VERTCON EA2970 ___________________________________________________________________ EA2970 LAPLACE CORR- -3.95 (seconds) DEFLEC99 EA2970 GEOID HEIGHT- -36.21 (meters) GEOID03 EA2970 EA2970 HORZ ORDER - SECOND EA2970 EA2970.The North Carolina HARNS have been completed but, EA2970.due to contractual restrictions, coordinates for these stations EA2970.will NOT be published in the near future. In the interim, the EA2970.published coordinates in North Carolina will not be EA2970.consistent with the Continuously Operating Reference Stations EA2970.(CORS). The HARN coordinates for these stations are available EA2970.upon request. Contact Gary Thompson(919-733-3836). EA2970. EA2970.In addition, the published North Carolina positions EA2970.(NAD 83 (1986)) are NOT consistent with those determined in EA2970.adjacent state readjustments. The discontinuity between stations EA2970.located in North Carolina and those in adjacent states EA2970.which have been adjusted to the HARN may be as much as 5 EA2970.decimeters. This will result in a significant loss of accuracy EA2970.over lines crossing such state borders. EA2970 EA2970 EA2970.The horizontal coordinates were established by classical geodetic methods EA2970.and adjusted by the National Geodetic Survey in July 1986. EA2970 EA2970.The NAVD 88 height was computed by applying the VERTCON shift value to EA2970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2970 EA2970.The Laplace correction was computed from DEFLEC99 derived deflections. EA2970 EA2970.The geoid height was determined by GEOID03. EA2970 EA2970; North East Units Scale Factor Converg. EA2970;SPC NC - 105,230.482 703,921.514 MT 0.99991961 +0 35 39.1 EA2970;SPC NC - 345,243.67 2,309,449.17 sFT 0.99991961 +0 35 39.1 EA2970;UTM 18 - 3,843,149.076 227,889.235 MT 1.00051273 -1 41 30.6 EA2970;UTM 17 - 3,843,310.359 777,517.392 MT 1.00054937 +1 43 31.7 EA2970 EA2970! - Elev Factor x Scale Factor = Combined Factor EA2970!SPC NC - 1.00000282 x 0.99991961 = 0.99992243 EA2970!UTM 18 - 1.00000282 x 1.00051273 = 1.00051556 EA2970!UTM 17 - 1.00000282 x 1.00054937 = 1.00055220 EA2970 EA2970: Primary Azimuth Mark Grid Az EA2970:SPC NC - BINS 237 29 03.0 EA2970:UTM 18 - BINS 239 46 12.7 EA2970:UTM 17 - BINS 236 21 10.4 EA2970 EA2970|---------------------------------------------------------------------| EA2970| PID Reference Object Distance Geod. Az | EA2970| dddmmss.s | EA2970| EA2973 BINS APPROX. 0.8 KM 2380442.1 | EA2970|---------------------------------------------------------------------| EA2970 EA2970 SUPERSEDED SURVEY CONTROL EA2970 EA2970 NAD 27 - 34 41 38.51880(N) 077 58 14.84949(W) AD( ) 2 EA2970 NGVD 29 (07/19/86) 18.5 (m) 61. (f) VERT ANG EA2970 EA2970.Superseded values are not recommended for survey control. EA2970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2970.See file dsdata.txt to determine how the superseded data were derived. EA2970 EA2970_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD2788943149(NAD 83) EA2970_MARKER: DE = TRAVERSE STATION DISK EA2970_SETTING: 0 = UNSPECIFIED SETTING EA2970_STAMPING: GRAHAM 1973 EA2970_MARK LOGO: NCGS EA2970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA2970 EA2970 HISTORY - Date Condition Report By EA2970 HISTORY - 1973 MONUMENTED NCGS EA2970 EA2970 STATION DESCRIPTION EA2970 EA2970'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EA2970'GRAHAM IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EA2970'VICINITY OF WILLARD, NORTH CAROLINA. EA2970' EA2970'GRAHAM IS LOCATED APPROXIMATELY 3.1 MILES SSE OF WALLACE, AND 0.6 EA2970'MILES ENE OF WILLARD. TO REACH STATION FROM INTERSECTION OF SR 1001 EA2970'AND SEABOARD COAST LINE RR IN WILLARD, PROCEED EAST ALONG SR 1001 EA2970'FOR 0.6 MILES TO STATION ON LEFT AT BASE OF GUYWIRE TO PP NO. 27. EA2970'0.15 MILES EAST OF INTERSECTION WITH SR 1312. EA2970' EA2970'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK STAMPED GRAHAM EA2970'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EA2970'FLUSH WITH THE SURFACE OF THE GROUND. EA2970' EA2970'MARK IS EA2970'43.0 FEET N OF C/L OF SR 1001. EA2970'8.0 FEET E OF C/L OF DIRT PATH. EA2970'1.0 FEET NW OF BASE OF GUYWIRE. EA2970'14.2 FEET N OF PP NO. 27 W/ALUMINUM REF. TAG. EA2970'81.3 FEET SSE OF 18 INCH APPLE. EA2970'144.1 FEET ENE OF TELEPHONE PEDESTAL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2547 *********************************************************************** EA2547 DESIGNATION - GREEN EA2547 PID - EA2547 EA2547 STATE/COUNTY- NC/PENDER EA2547 USGS QUAD - HAMPSTEAD (1970) EA2547 EA2547 *CURRENT SURVEY CONTROL EA2547 ___________________________________________________________________ EA2547* NAD 83(1986)- 34 18 09.46901(N) 077 42 27.65859(W) ADJUSTED EA2547* NAVD 88 - 5.7 (meters) 19. (feet) VERTCON EA2547 ___________________________________________________________________ EA2547 LAPLACE CORR- -3.47 (seconds) DEFLEC99 EA2547 GEOID HEIGHT- -37.30 (meters) GEOID03 EA2547 EA2547 HORZ ORDER - SECOND EA2547 EA2547.The North Carolina HARNS have been completed but, EA2547.due to contractual restrictions, coordinates for these stations EA2547.will NOT be published in the near future. In the interim, the EA2547.published coordinates in North Carolina will not be EA2547.consistent with the Continuously Operating Reference Stations EA2547.(CORS). The HARN coordinates for these stations are available EA2547.upon request. Contact Gary Thompson(919-733-3836). EA2547. EA2547.In addition, the published North Carolina positions EA2547.(NAD 83 (1986)) are NOT consistent with those determined in EA2547.adjacent state readjustments. The discontinuity between stations EA2547.located in North Carolina and those in adjacent states EA2547.which have been adjusted to the HARN may be as much as 5 EA2547.decimeters. This will result in a significant loss of accuracy EA2547.over lines crossing such state borders. EA2547 EA2547 EA2547.The horizontal coordinates were established by classical geodetic methods EA2547.and adjusted by the National Geodetic Survey in July 1986. EA2547 EA2547.The NAVD 88 height was computed by applying the VERTCON shift value to EA2547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2547 EA2547.The Laplace correction was computed from DEFLEC99 derived deflections. EA2547 EA2547.The geoid height was determined by GEOID03. EA2547 EA2547; North East Units Scale Factor Converg. EA2547;SPC NC - 62,079.997 728,564.268 MT 1.00000864 +0 44 45.2 EA2547;SPC NC - 203,674.12 2,390,297.94 sFT 1.00000864 +0 44 45.2 EA2547;UTM 18 - 3,799,031.685 250,807.470 MT 1.00036551 -1 31 36.3 EA2547 EA2547! - Elev Factor x Scale Factor = Combined Factor EA2547!SPC NC - 1.00000496 x 1.00000864 = 1.00001360 EA2547!UTM 18 - 1.00000496 x 1.00036551 = 1.00037047 EA2547 EA2547: Primary Azimuth Mark Grid Az EA2547:SPC NC - PIER 216 56 16.1 EA2547:UTM 18 - PIER 219 12 37.6 EA2547 EA2547|---------------------------------------------------------------------| EA2547| PID Reference Object Distance Geod. Az | EA2547| dddmmss.s | EA2547| EA3436 GREEN RM 1 7.790 METERS 10407 | EA2547| EA3437 GREEN RM 2 10.935 METERS 20417 | EA2547| EA2598 PIER APPROX.12.4 KM 2174101.3 | EA2547| EA3435 GREEN AZ MK 3434348.5 | EA2547|---------------------------------------------------------------------| EA2547 EA2547 SUPERSEDED SURVEY CONTROL EA2547 EA2547 NAD 27 - 34 18 08.85547(N) 077 42 28.74251(W) AD( ) 2 EA2547 NGVD 29 (07/19/86) 6.0 (m) 20. (f) VERT ANG EA2547 EA2547.Superseded values are not recommended for survey control. EA2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2547.See file dsdata.txt to determine how the superseded data were derived. EA2547 EA2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC5080799032(NAD 83) EA2547_MARKER: DS = TRIANGULATION STATION DISK EA2547_SETTING: 0 = UNSPECIFIED SETTING EA2547 EA2547 HISTORY - Date Condition Report By EA2547 HISTORY - 1962 MONUMENTED CGS EA2547 HISTORY - 1964 GOOD CGS EA2547 HISTORY - 1974 GOOD NGS EA2547 EA2547 STATION DESCRIPTION EA2547 EA2547'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM) EA2547'STATION IS LOCATED ON AN UNINHABITED SECTION OF THE OUTER BANKS EA2547'THAT CAN BE REACHED BY BOAT. IT IS 14 MILES EAST AND 4-1/2 MILES EA2547'NORTH OF THE CENTER OF WILMINGTON AND ABOUT 4-3/4 MILES SOUTH OF EA2547'HAMPSTEAD AND ABOUT 0.4 MILE NORTHEAST OF RICH INLET. EA2547' EA2547'STATION IS MARKED BY A STANDARD DISK CLAMPED ONTO THE TOP OF EA2547'A 5/8 INCH COPPERWELD ROD DRIVEN TO A DEPTH OF 24 FEET WITHIN EA2547'A 1 INCH BY 3 FOOT SECTION OF GALVANIZED PIPE WITHIN A 2 INCH EA2547'BY 5 FOOT SECTION OF GALVANIZED PIPE THAT PROJECTS ABOUT 14 EA2547'INCHES AND 4.5 FEET SOUTHWEST OF WITNESS POST WITH SIGN, EA2547'45-1/2 FEET NORTHEAST OF THE NORTHEAST CORNER OF FISHING CAMP EA2547'AND ABOUT 60 YARDS SOUTHEAST OF THE WATERLINE OF GREEN EA2547'CHANNEL. THE DISK IS STAMPED GREEN 1962. EA2547' EA2547'REFERENCE MARK NO. 1 IS MARKED BY A STANDARD DISK CLAMPED ONTO EA2547'THE TOP OF A 5/8 INCH COPPERWELD ROD THAT IS DRIVEN TO A DEPTH EA2547'OF 24 FEET WITHIN A 2 INCH BY 5 FOOT SECTION OF GALVANIZED PIPE EA2547'THAT PROJECTS ABOUT 8 INCHES AND IS 48 FEET NORTHEAST OF EA2547'FISHING CAMP. THE DISK IS STAMPED GREEN NO 1 1962. EA2547' EA2547'REFERENCE MARK NO. 2 IS MARKED BY A STANDARD DISK CLAMPED ONTO EA2547'THE TOP OF A 5/8 INCH COPPERWELD ROD DRIVEN TO A DEPTH OF EA2547'24 FEET WITHIN A 2 INCH BY 5 FOOT SECTION OF GALVANIZED PIPE EA2547'THAT PROJECTS ABOUT 12 INCHES AND IS 12 FEET NORTHEAST OF THE EA2547'NORTHEAST CORNER OF FISHING CAMP. THE DISK IS STAMPED GREEN EA2547'NO 2 1962. EA2547' EA2547'AZIMUTH IS MARKED BY A STANDARD DISK CLAMPED ONTO THE TOP OF EA2547'A 5/8 INCH COPPERWELD ROD DRIVEN TO A DEPTH OF 24 FEET WITHIN A EA2547'2 INCH BY 5 FOOT SECTION OF GALVANIZED PIPE THAT PROJECTS ABOUT EA2547'10 INCHES. THE MARK IS LOCATED ON A SALT FLAT ABOUT 0.15 MILE EA2547'NORTHEAST OF THE STATION AND IS AWASH AT HIGH TIDE. IT IS 4 EA2547'FEET EAST OF WITNESS POST WITH SIGN AND ABOUT 15 FEET NORTH OF EA2547'NORTH WATER LINE OF GREEN CHANNEL AT LOW TIDE. THE DISK IS EA2547'STAMPED GREEN 1962. EA2547' EA2547'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EA2547 EA2547 STATION RECOVERY (1964) EA2547 EA2547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA2547'THE STATION, R.M. 1, R.M. 2, AND AZIMUTH MARK WERE RECOVERED IN EA2547'GOOD CONDITION. THE DISTANCES TO THE REFERENCES MARKS AND EA2547'STAMPINGS THEREON WERE VERIFIED. THE ORIGINAL DESCRIPTION IS EA2547'ADEQUATE. EA2547 EA2547 STATION RECOVERY (1974) EA2547 EA2547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RST) EA2547'STATION WAS RECOVERED AS DESCRIBED IN 1962 BY S.C.M. STATION EA2547'WAS FOUND IN GOOD CONDITION AZIMUTH MARK IS IN THE WATER THE EA2547'DISK PROJECTS ABOUT 2 FEET ABOVE HIGH TIDE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0924 *********************************************************************** EA0924 DESIGNATION - GRILL EA0924 PID - EA0924 EA0924 STATE/COUNTY- NC/PENDER EA0924 USGS QUAD - WALLACE EAST (1981) EA0924 EA0924 *CURRENT SURVEY CONTROL EA0924 ___________________________________________________________________ EA0924* NAD 83(1986)- 34 40 09.74991(N) 077 56 17.48753(W) ADJUSTED EA0924* NAVD 88 - 15.949 (meters) 52.33 (feet) ADJUSTED EA0924 ___________________________________________________________________ EA0924 LAPLACE CORR- -3.91 (seconds) DEFLEC99 EA0924 GEOID HEIGHT- -36.32 (meters) GEOID03 EA0924 DYNAMIC HT - 15.933 (meters) 52.27 (feet) COMP EA0924 MODELED GRAV- 979,676.9 (mgal) NAVD 88 EA0924 EA0924 HORZ ORDER - SECOND EA0924 VERT ORDER - SECOND CLASS II EA0924 EA0924.The North Carolina HARNS have been completed but, EA0924.due to contractual restrictions, coordinates for these stations EA0924.will NOT be published in the near future. In the interim, the EA0924.published coordinates in North Carolina will not be EA0924.consistent with the Continuously Operating Reference Stations EA0924.(CORS). The HARN coordinates for these stations are available EA0924.upon request. Contact Gary Thompson(919-733-3836). EA0924. EA0924.In addition, the published North Carolina positions EA0924.(NAD 83 (1986)) are NOT consistent with those determined in EA0924.adjacent state readjustments. The discontinuity between stations EA0924.located in North Carolina and those in adjacent states EA0924.which have been adjusted to the HARN may be as much as 5 EA0924.decimeters. This will result in a significant loss of accuracy EA0924.over lines crossing such state borders. EA0924 EA0924 EA0924.The horizontal coordinates were established by classical geodetic methods EA0924.and adjusted by the National Geodetic Survey in July 1986. EA0924 EA0924.The orthometric height was determined by differential leveling EA0924.and adjusted by the National Geodetic Survey in June 1991. EA0924 EA0924.The Laplace correction was computed from DEFLEC99 derived deflections. EA0924 EA0924.The geoid height was determined by GEOID03. EA0924 EA0924.The dynamic height is computed by dividing the NAVD 88 EA0924.geopotential number by the normal gravity value computed on the EA0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0924.degrees latitude (g = 980.6199 gals.). EA0924 EA0924.The modeled gravity was interpolated from observed gravity values. EA0924 EA0924; North East Units Scale Factor Converg. EA0924;SPC NC - 102,507.987 706,910.829 MT 0.99992389 +0 36 46.2 EA0924;SPC NC - 336,311.62 2,319,256.61 sFT 0.99992389 +0 36 46.2 EA0924;UTM 18 - 3,840,307.880 230,769.270 MT 1.00049351 -1 40 20.5 EA0924;UTM 17 - 3,840,645.681 780,561.787 MT 1.00057032 +1 44 34.1 EA0924 EA0924! - Elev Factor x Scale Factor = Combined Factor EA0924!SPC NC - 1.00000320 x 0.99992389 = 0.99992709 EA0924!UTM 18 - 1.00000320 x 1.00049351 = 1.00049671 EA0924!UTM 17 - 1.00000320 x 1.00057032 = 1.00057352 EA0924 EA0924|---------------------------------------------------------------------| EA0924| PID Reference Object Distance Geod. Az | EA0924| dddmmss.s | EA0924| EA0923 TRAILER 394.325 METERS 16926 | EA0924|---------------------------------------------------------------------| EA0924 EA0924 SUPERSEDED SURVEY CONTROL EA0924 EA0924 NAD 27 - 34 40 09.14787(N) 077 56 18.54043(W) AD( ) 2 EA0924 NGVD 29 (??/??/92) 16.235 (m) 53.26 (f) ADJ UNCH 2 2 EA0924 EA0924.Superseded values are not recommended for survey control. EA0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0924.See file dsdata.txt to determine how the superseded data were derived. EA0924 EA0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3076940308(NAD 83) EA0924_MARKER: DD = SURVEY DISK EA0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0924_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0924_STAMPING: GRILL 1968 EA0924 EA0924 HISTORY - Date Condition Report By EA0924 HISTORY - 1968 MONUMENTED NCGS EA0924 HISTORY - 1975 GOOD NCGS EA0924 EA0924 STATION DESCRIPTION EA0924 EA0924'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0924'GRILL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA0924'IN THE VICINITY OF WALLACE, NORTH CAROLINA. EA0924' EA0924'GRILL IS LOCATED APPROXIMATELY 5.7 MILES SOUTHEAST OF THE EA0924'CENTER OF WALLACE. TO REACH STATION PROCEED FROM PENDER-DUPLIN EA0924'COUNTY LINE, GO SOUTH ON U.S. 117 FOR 4.15 MILES TO EA0924'STATION. WHICH IS ON THE EAST SHOULDER OF U.S. 117 IN LINE EA0924'BETWEEN PP 938 AND HIGHWAY, 0.55 MILE SOUTH OF INTERSECTION EA0924'OF SR 1315 WITH U.S. 117 AND 1.75 MILES NORTH OF INTERSECTION EA0924'OF SR 1502 WITH U.S. 117. EA0924' EA0924'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0924'GRILL 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EA0924'OF WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EA0924' EA0924'MARK IS EA0924' EA0924'19.8 FT E OF C/L OF U.S. 117 EA0924' EA0924'98.5 FT SE OF TWIN 12 INCH MAPLE ON W SIDE OF U.S. 117, EA0924'AND WITH ALUMINUM REF. TAG EA0924' EA0924'31.0 FT W OF PP 938 ON E SIDE OF U.S. 117, AND WITH EA0924'ALUMINUM REF. TAG EA0924' EA0924'179.0 FT N OF C/L OF FARM ROAD ON E SIDE OF U.S. 117, AND EA0924'WITH ALUMINUM REF. TAG EA0924 EA0924 STATION RECOVERY (1975) EA0924 EA0924'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0924'2.3 MI NE FROM WATHA. EA0924'GRILL IS LOCATED APPROXIMATELY 8.2 MILES NORTH OF BURGAW. TO REACH EA0924'STATION FROM THE BRIDGE OVER ROCK FISH CREEK AT THE DUPLIN - PENDER EA0924'COUNTY LINE, PROCEED SOUTH ON US 117 FOR 4.15 MILES TO STATION IN THE EA0924'EAST SHOULDER OF HIGHWAY, AND 0.55 MILE SOUTH OF INTERSECTION WITH SR EA0924'1315. 19.8 FT. E OF C/L OF US 117, 179.0 FT. N OF C/L OF FARM ROAD, EA0924'31.0 FT. W OF PP NO. 938 WITH ALUMINUM REF. TAG, AND 98.5 FT. SE OF EA0924'TWIN 12 INCH MAPLE WITH ALUMINUM REF. TAG ON W SIDE OF US 117. DISK EA0924'IS SET IN CONCRETE CYLINDER, 3 INCHES BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0483 *********************************************************************** EA0483 DESIGNATION - H 115 EA0483 PID - EA0483 EA0483 STATE/COUNTY- NC/PENDER EA0483 USGS QUAD - HAMPSTEAD (1970) EA0483 EA0483 *CURRENT SURVEY CONTROL EA0483 ___________________________________________________________________ EA0483* NAD 83(1986)- 34 20 03.55371(N) 077 44 50.05639(W) ADJUSTED EA0483* NAVD 88 - 12.502 (meters) 41.02 (feet) ADJUSTED EA0483 ___________________________________________________________________ EA0483 LAPLACE CORR- -4.03 (seconds) DEFLEC99 EA0483 GEOID HEIGHT- -37.11 (meters) GEOID03 EA0483 DYNAMIC HT - 12.490 (meters) 40.98 (feet) COMP EA0483 MODELED GRAV- 979,651.6 (mgal) NAVD 88 EA0483 EA0483 HORZ ORDER - SECOND EA0483 VERT ORDER - FIRST CLASS I EA0483 EA0483.The North Carolina HARNS have been completed but, EA0483.due to contractual restrictions, coordinates for these stations EA0483.will NOT be published in the near future. In the interim, the EA0483.published coordinates in North Carolina will not be EA0483.consistent with the Continuously Operating Reference Stations EA0483.(CORS). The HARN coordinates for these stations are available EA0483.upon request. Contact Gary Thompson(919-733-3836). EA0483. EA0483.In addition, the published North Carolina positions EA0483.(NAD 83 (1986)) are NOT consistent with those determined in EA0483.adjacent state readjustments. The discontinuity between stations EA0483.located in North Carolina and those in adjacent states EA0483.which have been adjusted to the HARN may be as much as 5 EA0483.decimeters. This will result in a significant loss of accuracy EA0483.over lines crossing such state borders. EA0483 EA0483 EA0483.The horizontal coordinates were established by classical geodetic methods EA0483.and adjusted by the National Geodetic Survey in January 1988. EA0483.No horizontal observational check was made to the station. EA0483 EA0483.The orthometric height was determined by differential leveling EA0483.and adjusted by the National Geodetic Survey in June 1991. EA0483 EA0483.The Laplace correction was computed from DEFLEC99 derived deflections. EA0483 EA0483.The geoid height was determined by GEOID03. EA0483 EA0483.The dynamic height is computed by dividing the NAVD 88 EA0483.geopotential number by the normal gravity value computed on the EA0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0483.degrees latitude (g = 980.6199 gals.). EA0483 EA0483.The modeled gravity was interpolated from observed gravity values. EA0483 EA0483; North East Units Scale Factor Converg. EA0483;SPC NC - 65,548.390 724,878.909 MT 0.99999973 +0 43 23.0 EA0483;SPC NC - 215,053.34 2,378,206.89 sFT 0.99999973 +0 43 23.0 EA0483;UTM 18 - 3,802,644.859 247,261.250 MT 1.00038745 -1 33 01.2 EA0483 EA0483! - Elev Factor x Scale Factor = Combined Factor EA0483!SPC NC - 1.00000386 x 0.99999973 = 1.00000359 EA0483!UTM 18 - 1.00000386 x 1.00038745 = 1.00039131 EA0483 EA0483 SUPERSEDED SURVEY CONTROL EA0483 EA0483 NGVD 29 (??/??/92) 12.796 (m) 41.98 (f) ADJ UNCH 1 1 EA0483 EA0483.Superseded values are not recommended for survey control. EA0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0483.See file dsdata.txt to determine how the superseded data were derived. EA0483 EA0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4726102645(NAD 83) EA0483_MARKER: DB = BENCH MARK DISK EA0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA0483_STAMPING: H 115 1963 EA0483_MARK LOGO: CGS EA0483_PROJECTION: PROJECTING 3 CENTIMETERS EA0483_MAGNETIC: O = OTHER; SEE DESCRIPTION EA0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0483+STABILITY: SURFACE MOTION EA0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA0483+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1999 EA0483 EA0483 HISTORY - Date Condition Report By EA0483 HISTORY - 1963 MONUMENTED CGS EA0483 HISTORY - 1979 GOOD NCGS EA0483 HISTORY - 1984 GOOD USPSQD EA0483 HISTORY - 1985 GOOD USPSQD EA0483 HISTORY - 19990630 SEE DESCRIPTION NCGS EA0483 HISTORY - 20050313 MARK NOT FOUND USPSQD EA0483 EA0483 STATION DESCRIPTION EA0483 EA0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 EA0483'1.4 MI NE FROM SCOTTS HILL. EA0483'1.35 MILES NORTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD EA0483'FROM THE M.E. CHURCH AT SCOTTS HILL, AT A SAND ROAD CROSSING EA0483'AND JUNCTION LEADING NORTHWEST, 28.5 FEET SOUTHEAST OF EA0483'SOUTHEAST RAIL, 54 FEET NORTHWEST OF CENTER LINE OF U.S. HIGHWAY EA0483'17, 84 1/2 FEET EAST OF CENTER OF CROSSING, 105 FEET NORTH OF EA0483'CENTER OF JUNCTION, 4 FEET SOUTHWEST OF A TELEPHONE POLE, 1.5 EA0483'FEET NORTHEAST OF A CREOSOTE WITNESS POST, ABOUT LEVEL WITH TRACK, EA0483'1 1/2 FEET ABOVE LEVEL OF HIGHWAY, AND SET IN THE TOP OF A CONCRETE EA0483'POST PROJECTING 2 INCHES ABOVE GROUND. EA0483 EA0483 STATION RECOVERY (1979) EA0483 EA0483'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EA0483'3.05 MILES SOUTHWEST ALONG U.S. 17 FROM THE JUNCTION WITH N.C. 210 EA0483'AT HAMPSTEAD, ON LEFT AT A SAND ROAD CROSSING RAILROAD, AND 1.35 EA0483'MILES NORTHEAST OF THE METHODIST CHURCH AT SCOTTS HILL, 54.0 FEET EA0483'NORTHWEST OF CENTERLINE OF HIGHWAY, 28.5 FEET SOUTHEAST OF EA0483'SOUTHEAST RAIL OF RAILROAD, 105.0 FEET NORTH OF CENTER OF EA0483'JUNCTION, 68.8 FEET NORTHEAST OF A RAILROAD CROSSING SIGN POST EA0483'WITH REFERENCE TAG AND 13.4 FEET SOUTHWEST OF A SAWED OFF POST EA0483'WITH REFERENCE TAG. EA0483'THE MARK IS 1.2 FT N FROM A WITNESS POST. EA0483'THE MARK IS 1 FT ABOVE HIGHWAY. EA0483 EA0483 STATION RECOVERY (1984) EA0483 EA0483'RECOVERY NOTE BY US POWER SQUADRON 1984 EA0483'RECOVERED IN GOOD CONDITION. EA0483 EA0483 STATION RECOVERY (1985) EA0483 EA0483'RECOVERY NOTE BY US POWER SQUADRON 1985 EA0483'RECOVERED IN GOOD CONDITION. EA0483 EA0483 STATION RECOVERY (1999) EA0483 EA0483'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH) EA0483'NOT FOUND, MAY BE LOST DUE TO HIGHWAY IMPROVEMENTS. REFERENCES ARE EA0483'GONE. EA0483 EA0483 STATION RECOVERY (2005) EA0483 EA0483'RECOVERY NOTE BY US POWER SQUADRON 2005 EA0483'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1226 *********************************************************************** EA1226 DESIGNATION - H 215 EA1226 PID - EA1226 EA1226 STATE/COUNTY- NC/PENDER EA1226 USGS QUAD - TOPSAIL (1970) EA1226 EA1226 *CURRENT SURVEY CONTROL EA1226 ___________________________________________________________________ EA1226* NAD 83(1986)- 34 26 18.06985(N) 077 37 41.38757(W) ADJUSTED EA1226* NAVD 88 - 10.967 (meters) 35.98 (feet) ADJUSTED EA1226 ___________________________________________________________________ EA1226 LAPLACE CORR- -3.46 (seconds) DEFLEC99 EA1226 GEOID HEIGHT- -37.23 (meters) GEOID03 EA1226 DYNAMIC HT - 10.956 (meters) 35.94 (feet) COMP EA1226 MODELED GRAV- 979,659.9 (mgal) NAVD 88 EA1226 EA1226 HORZ ORDER - SECOND EA1226 VERT ORDER - FIRST CLASS II EA1226 EA1226.The North Carolina HARNS have been completed but, EA1226.due to contractual restrictions, coordinates for these stations EA1226.will NOT be published in the near future. In the interim, the EA1226.published coordinates in North Carolina will not be EA1226.consistent with the Continuously Operating Reference Stations EA1226.(CORS). The HARN coordinates for these stations are available EA1226.upon request. Contact Gary Thompson(919-733-3836). EA1226. EA1226.In addition, the published North Carolina positions EA1226.(NAD 83 (1986)) are NOT consistent with those determined in EA1226.adjacent state readjustments. The discontinuity between stations EA1226.located in North Carolina and those in adjacent states EA1226.which have been adjusted to the HARN may be as much as 5 EA1226.decimeters. This will result in a significant loss of accuracy EA1226.over lines crossing such state borders. EA1226 EA1226 EA1226.The horizontal coordinates were established by classical geodetic methods EA1226.and adjusted by the National Geodetic Survey in January 1988. EA1226.No horizontal observational check was made to the station. EA1226 EA1226.The orthometric height was determined by differential leveling EA1226.and adjusted by the National Geodetic Survey in June 1991. EA1226 EA1226.The Laplace correction was computed from DEFLEC99 derived deflections. EA1226 EA1226.The geoid height was determined by GEOID03. EA1226 EA1226.The dynamic height is computed by dividing the NAVD 88 EA1226.geopotential number by the normal gravity value computed on the EA1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1226.degrees latitude (g = 980.6199 gals.). EA1226 EA1226.The modeled gravity was interpolated from observed gravity values. EA1226 EA1226; North East Units Scale Factor Converg. EA1226;SPC NC - 77,232.207 735,675.882 MT 0.99997257 +0 47 30.4 EA1226;SPC NC - 253,386.00 2,413,629.96 sFT 0.99997257 +0 47 30.4 EA1226;UTM 18 - 3,813,894.781 258,517.860 MT 1.00031884 -1 29 13.2 EA1226 EA1226! - Elev Factor x Scale Factor = Combined Factor EA1226!SPC NC - 1.00000412 x 0.99997257 = 0.99997669 EA1226!UTM 18 - 1.00000412 x 1.00031884 = 1.00032296 EA1226 EA1226 SUPERSEDED SURVEY CONTROL EA1226 EA1226 NGVD 29 (01/20/88) 11.27 (m) 37.0 (f) LEVELING 3 EA1226 EA1226.Superseded values are not recommended for survey control. EA1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1226.See file dsdata.txt to determine how the superseded data were derived. EA1226 EA1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5851813895(NAD 83) EA1226_MARKER: I = METAL ROD EA1226_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) EA1226_SP_SET: STAINLESS STEEL ROD EA1226_STAMPING: H 215 1979 EA1226_MARK LOGO: NCGS EA1226_PROJECTION: FLUSH EA1226_MAGNETIC: I = MARKER IS A STEEL ROD EA1226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EA1226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1226+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1999 EA1226_ROD/PIPE-DEPTH: 15.2 meters EA1226 EA1226 HISTORY - Date Condition Report By EA1226 HISTORY - 1979 MONUMENTED NGS EA1226 HISTORY - 1984 GOOD NCGS EA1226 HISTORY - 1985 GOOD USPSQD EA1226 HISTORY - 19990722 GOOD NCGS EA1226 HISTORY - 20050313 MARK NOT FOUND USPSQD EA1226 EA1226 STATION DESCRIPTION EA1226 EA1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 EA1226'5.8 MI SW FROM HOLLY RIDGE. EA1226'6.0 MILES SOUTHWEST ALONG U.S. 17 FROM INTERSECTION WITH N.C. 50 EA1226'IN HOLLY RIDGE, ON SOUTHEAST SIDE OF HIGHWAY AT A DOUBLE POLE EA1226'POWER LINE CROSSING, AT A TOPSAIL MOTEL SIGN AND 0.3 MILE NORTHEAST EA1226'OF INTERSECTION WITH SR 1561, 36.6 FEET SOUTHEAST OF SOUTHEAST EA1226'EDGE OF PAVEMENT, 21.2 FEET NORTHEAST OF A POWER POLE WITH EA1226'REFERENCE TAG, 19.3 FEET WEST OF A MOTEL SIGN POST WITH REFERENCE EA1226'TAG AND 82.2 FEET NORTH OF WESTERNMOST POLE OF DOUBLE POLE LINE EA1226'WITH REFERENCE TAG. THE DATUM POINT IS A STEEL KNOB ON TOP OF A EA1226'ROD 4 INCHES BELOW A STANDARD NATIONAL GEODETIC SURVEY LOGO FLANGE EA1226'WITH ACCESS COVER. EA1226'THE MARK IS 1.5 FT NW FROM A WITNESS POST. EA1226'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EA1226 EA1226 STATION RECOVERY (1984) EA1226 EA1226'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) EA1226'THE STATION IS LOCATED ABOUT 9.3 KM (5.8 MI) EA1226'SOUTHWEST OF HOLLY RIDGE. EA1226' EA1226'ALONG US 17 FOR 9.65 KM (6.0 MI) FROM INTERSECTION WITH NC 50 IN EA1226'HOLLY RIDGE, ON SOUTHEAST SIDE OF HIGHWAY AT A DOUBLE POLE POWER EA1226'LINE CROSSING, AT TOPSAIL MOTEL SIGN, AND 0.5 KM (0.3 MI) NORTHEAST EA1226'OF SR 1561. EA1226' EA1226'THE STATION IS A STANDARD NGS STAINLESS STEEL ROD MARK WITH KNOB EA1226'AS DATUM POINT ON TOP SET 10 CM BELOW THE NGS LOGO FLANGE EA1226'STAMPED---H 215 1979---. MARK IS LOCATED 0.46 METERS (1.5 FT) EA1226'NORTHWEST FROM A WITNESS POST, EA1226'11.16 METERS (36.6 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF EA1226'PAVEMENT, EA1226'6.46 METERS (21.2 FT) NORTHEAST FROM A POWERPOLE WITH REFERENCE TAG, EA1226'5.88 METERS (19.3 FT) WEST FROM A MOTEL SIGN POST WITH REFERENCE EA1226'TAG, AND EA1226'25.05 METERS (82.2 FT) NORTH FROM THE WESTERNMOST POLE OF DOUBLE EA1226'POLE LINE WITH REFERENCE TAG. EA1226' EA1226'MARK IS LEVEL WITH HIGHWAY. EA1226 EA1226 STATION RECOVERY (1985) EA1226 EA1226'RECOVERY NOTE BY US POWER SQUADRON 1985 EA1226'RECOVERED IN GOOD CONDITION. EA1226 EA1226 STATION RECOVERY (1999) EA1226 EA1226'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH) EA1226'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION. MARK IS BELOW EA1226'THE HIGHWAY AND IS FLUSH WITH THE GROUND. REFERENCES NOT CHECKED THIS EA1226'DATE. EA1226 EA1226 STATION RECOVERY (2005) EA1226 EA1226'RECOVERY NOTE BY US POWER SQUADRON 2005 EA1226'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1545 *********************************************************************** EA1545 DESIGNATION - HALL EA1545 PID - EA1545 EA1545 STATE/COUNTY- NC/PENDER EA1545 USGS QUAD - HOLLY RIDGE (1997) EA1545 EA1545 *CURRENT SURVEY CONTROL EA1545 ___________________________________________________________________ EA1545* NAD 83(1986)- 34 27 01.33126(N) 077 36 58.29697(W) ADJUSTED EA1545* NAVD 88 - 18.14 (meters) 59.5 (feet) RESET EA1545 ___________________________________________________________________ EA1545 LAPLACE CORR- -3.16 (seconds) DEFLEC99 EA1545 GEOID HEIGHT- -37.24 (meters) GEOID03 EA1545 EA1545 HORZ ORDER - SECOND EA1545 VERT ORDER - THIRD EA1545 EA1545.The North Carolina HARNS have been completed but, EA1545.due to contractual restrictions, coordinates for these stations EA1545.will NOT be published in the near future. In the interim, the EA1545.published coordinates in North Carolina will not be EA1545.consistent with the Continuously Operating Reference Stations EA1545.(CORS). The HARN coordinates for these stations are available EA1545.upon request. Contact Gary Thompson(919-733-3836). EA1545. EA1545.In addition, the published North Carolina positions EA1545.(NAD 83 (1986)) are NOT consistent with those determined in EA1545.adjacent state readjustments. The discontinuity between stations EA1545.located in North Carolina and those in adjacent states EA1545.which have been adjusted to the HARN may be as much as 5 EA1545.decimeters. This will result in a significant loss of accuracy EA1545.over lines crossing such state borders. EA1545 EA1545 EA1545.The horizontal coordinates were established by classical geodetic methods EA1545.and adjusted by the National Geodetic Survey in January 1988. EA1545 EA1545.The orthometric height was computed from unverified reset data. EA1545.No vertical observational check was made to the station. EA1545 EA1545.The Laplace correction was computed from DEFLEC99 derived deflections. EA1545 EA1545.The geoid height was determined by GEOID03. EA1545 EA1545; North East Units Scale Factor Converg. EA1545;SPC NC - 78,580.364 736,757.262 MT 0.99996964 +0 47 55.3 EA1545;SPC NC - 257,809.08 2,417,177.78 sFT 0.99996964 +0 47 55.3 EA1545;UTM 18 - 3,815,199.318 259,652.387 MT 1.00031210 -1 28 50.4 EA1545 EA1545! - Elev Factor x Scale Factor = Combined Factor EA1545!SPC NC - 1.00000300 x 0.99996964 = 0.99997264 EA1545!UTM 18 - 1.00000300 x 1.00031210 = 1.00031510 EA1545 EA1545 SUPERSEDED SURVEY CONTROL EA1545 EA1545 NGVD 29 (01/20/88) 18.4 (m) 60. (f) VERT ANG EA1545 EA1545.Superseded values are not recommended for survey control. EA1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1545.See file dsdata.txt to determine how the superseded data were derived. EA1545 EA1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5965215199(NAD 83) EA1545_MARKER: DS = TRIANGULATION STATION DISK EA1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1545_SP_SET: CONCRETE POST EA1545_STAMPING: HALL 1984 EA1545_MARK LOGO: NCGS EA1545_PROJECTION: RECESSED 5 CENTIMETERS EA1545_MAGNETIC: O = OTHER; SEE DESCRIPTION EA1545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1545+STABILITY: SURFACE MOTION EA1545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1545+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1999 EA1545 EA1545 HISTORY - Date Condition Report By EA1545 HISTORY - 1984 MONUMENTED NCGS EA1545 HISTORY - 1985 GOOD NGS EA1545 HISTORY - 1989 GOOD USPSQD EA1545 HISTORY - 19990722 SEE DESCRIPTION NCGS EA1545 HISTORY - 20050312 MARK NOT FOUND USPSQD EA1545 EA1545 STATION DESCRIPTION EA1545 EA1545'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) EA1545'STATION IS LOCATED ABOUT 12.7 KM (7.9 MI) NORTHEAST OF HAMPSTEAD AND EA1545'7.7 KM (4.8 MI) SOUTHWEST OF HOLLY RIDGE. EA1545' EA1545'ALONG US 17 FOR 7.6 KM (4.75 MI) SOUTHWEST FROM THE INTERSECTION EA1545'WITH NC 50 (AT HOLLY RIDGE), OR 0.48 KM (0.3 MI) EAST-NORTHEAST EA1545'OF THE BARLOW-VISTA BAPTIST CHURCH, ON THE PROLONGATION OF EAST EA1545'SIDE OF A SHINGLED RESIDENCE. EA1545' EA1545'THE STATION IS A STANDARD NCGS DISK STAMPED---HALL 1984---, SET IN EA1545'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER, RECESSED 5 EA1545'CM BELOW GROUND. LOCATED EA1545'6.9 METERS (22.8 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF HIGHWAY, EA1545'18.9 METERS (62.0 FT) EAST OF THE EAST END OF A DRIVEWAY CULVERT, EA1545'11.6 METERS (38.0 FT) SOUTH-SOUTHWEST OF THE EASTERNMOST LINE OF EA1545'CEDAR TREES, 29.4 METERS (96.5 FT) SOUTHEAST OF THE SOUTHWEST EA1545'CORNER OF THE SHINGLED RESIDENCE AND 22.0 METERS (72.1 FT) EAST OF EA1545'A POWER POLE WITH A REFERENCE TAG. EA1545' EA1545'MARK IS ABOUT 1 FOOT BELOW THE CENTERLINE OF HIGHWAY. EA1545 EA1545 STATION RECOVERY (1985) EA1545 EA1545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 EA1545'7.2 KM (4.45 MI) SW FROM HOLLY RIDGE. EA1545'13.0 KM (8.10 MI) NORTH ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION EA1545'WITH STATE HIGHWAY 210 IN HAMPSTEAD TO THE MARK ON THE LEFT, JUST EA1545'BEFORE REACHING THE TOPSAIL FIRE LOOKOUT TOWER, 6.95 M (22.8 FT) EA1545'NORTH-NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 17, 11.58 M EA1545'(38.0 FT) SOUTH-SOUTHWEST OF THE MOST EASTERLY OF A LINE OF CEDAR EA1545'TREES, 18.9 M (62.0 FT) EAST OF THE EAST END OF A PIPE CULVERT UNDER EA1545'A DRIVEWAY, 21.97 M (72.1 FT) EAST OF A POWERPOLE WITH A REFERENCE EA1545'TAG AND 29.41 M (96.5 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF A EA1545'FRAME RESIDENCE. EA1545'THE MARK IS 0.3 M BELOW U.S. 17. EA1545 EA1545 STATION RECOVERY (1989) EA1545 EA1545'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMP) EA1545'RECOVERED IN GOOD CONDITION. EA1545 EA1545 STATION RECOVERY (1999) EA1545 EA1545'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH) EA1545'NOT FOUND PROBABLY LOST DUE TO HIGHWAY IMPROVEMENTS. REFERENCES FALL EA1545'IN NEW CONSTRUCTION AREA OF A MEDIAN. MAY BE UNDER PAVEMENT. EA1545 EA1545 STATION RECOVERY (2005) EA1545 EA1545'RECOVERY NOTE BY US POWER SQUADRON 2005 EA1545'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0834 *********************************************************************** EA0834 DESIGNATION - HAMPSTEAD EA0834 PID - EA0834 EA0834 STATE/COUNTY- NC/PENDER EA0834 USGS QUAD - HAMPSTEAD (1970) EA0834 EA0834 *CURRENT SURVEY CONTROL EA0834 ___________________________________________________________________ EA0834* NAD 83(1986)- 34 22 14.73305(N) 077 42 20.27027(W) ADJUSTED EA0834* NAVD 88 - 16.761 (meters) 54.99 (feet) POSTED EA0834 ___________________________________________________________________ EA0834 LAPLACE CORR- -3.81 (seconds) DEFLEC99 EA0834 GEOID HEIGHT- -37.14 (meters) GEOID03 EA0834 DYNAMIC HT - 16.740 (meters) 54.92 (feet) COMP EA0834 MODELED GRAV- 979,657.2 (mgal) NAVD 88 EA0834 EA0834 HORZ ORDER - FIRST EA0834 VERT ORDER - * POSTED, Code F , SEE BELOW EA0834 EA0834.The North Carolina HARNS have been completed but, EA0834.due to contractual restrictions, coordinates for these stations EA0834.will NOT be published in the near future. In the interim, the EA0834.published coordinates in North Carolina will not be EA0834.consistent with the Continuously Operating Reference Stations EA0834.(CORS). The HARN coordinates for these stations are available EA0834.upon request. Contact Gary Thompson(919-733-3836). EA0834. EA0834.In addition, the published North Carolina positions EA0834.(NAD 83 (1986)) are NOT consistent with those determined in EA0834.adjacent state readjustments. The discontinuity between stations EA0834.located in North Carolina and those in adjacent states EA0834.which have been adjusted to the HARN may be as much as 5 EA0834.decimeters. This will result in a significant loss of accuracy EA0834.over lines crossing such state borders. EA0834 EA0834 EA0834.The horizontal coordinates were established by classical geodetic methods EA0834.and adjusted by the National Geodetic Survey in July 1986. EA0834 EA0834.The orthometric height was determined by differential leveling EA0834.and adjusted by the National Geodetic Survey in 1992. EA0834.* This is a POSTED BENCH MARK height. Code F indicates a distribution EA0834.rate greater than 8.0 mm/km. EA0834 EA0834.The Laplace correction was computed from DEFLEC99 derived deflections. EA0834 EA0834.The geoid height was determined by GEOID03. EA0834 EA0834.The dynamic height is computed by dividing the NAVD 88 EA0834.geopotential number by the normal gravity value computed on the EA0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0834.degrees latitude (g = 980.6199 gals.). EA0834 EA0834.The modeled gravity was interpolated from observed gravity values. EA0834 EA0834; North East Units Scale Factor Converg. EA0834;SPC NC - 69,639.245 728,654.643 MT 0.99998984 +0 44 49.5 EA0834;SPC NC - 228,474.76 2,390,594.44 sFT 0.99998984 +0 44 49.5 EA0834;UTM 18 - 3,806,584.151 251,197.851 MT 1.00036310 -1 31 41.7 EA0834 EA0834! - Elev Factor x Scale Factor = Combined Factor EA0834!SPC NC - 1.00000320 x 0.99998984 = 0.99999304 EA0834!UTM 18 - 1.00000320 x 1.00036310 = 1.00036630 EA0834 EA0834: Primary Azimuth Mark Grid Az EA0834:SPC NC - HAMPSTEAD RM 1 AZIMUTH 022 39 52.1 EA0834:UTM 18 - HAMPSTEAD RM 1 AZIMUTH 024 56 23.3 EA0834 EA0834|---------------------------------------------------------------------| EA0834| PID Reference Object Distance Geod. Az | EA0834| dddmmss.s | EA0834| EA0833 HAMPSTEAD RM 1 AZIMUTH 0232441.6 | EA0834| EA0475 HAMPSTEAD RM 2 56.050 METERS 03230 | EA0834| EA2611 WRIGHTSVILLE BEACH S MUN TANK APPROX.20.8 KM 2050302.3 | EA0834| EA0478 HAMPSTEAD 2 RM 3 39.496 METERS 26328 | EA0834|---------------------------------------------------------------------| EA0834 EA0834 SUPERSEDED SURVEY CONTROL EA0834 EA0834 NAD 27 - 34 22 14.12600(N) 077 42 21.35200(W) AD( ) 1 EA0834 NGVD 29 (??/??/92) 17.06 (m) 56.0 (f) COMPUTED 1 2 EA0834 EA0834.Superseded values are not recommended for survey control. EA0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0834.See file dsdata.txt to determine how the superseded data were derived. EA0834 EA0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5119806584(NAD 83) EA0834_MARKER: DS = TRIANGULATION STATION DISK EA0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0834_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0834_STAMPING: HAMPSTEAD 1932 EA0834_MARK LOGO: CGS EA0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0834+STABILITY: SURFACE MOTION EA0834 EA0834 HISTORY - Date Condition Report By EA0834 HISTORY - 1932 MONUMENTED CGS EA0834 HISTORY - 1947 SEE DESCRIPTION CGS EA0834 HISTORY - 20050312 MARK NOT FOUND USPSQD EA0834 EA0834 STATION DESCRIPTION EA0834 EA0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM) EA0834'ABOUT 19 MILES BY ROUTE 17 NORTHEAST OF WILMINGTON, ON GROUNDS OF EA0834'TOPSAIL HIGH SCHOOL WHICH IS LARGE BRICK BUILDING ON SOUTH SIDE OF EA0834'HIGHWAY, IN SOUTHEAST CORNER OF SCHOOL YARD, APPROXIMATELY 30 EA0834'METERS (98 FEET) SOUTHEAST OF SOUTHEAST CORNER OF SCHOOL BUILDING, EA0834'AND 6 METERS (20 FEET) EAST OF EAST END OF LONG METAL GARAGE. EA0834'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN EA0834'CONCRETE. EA0834'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE. EA0834' EA0834'REFERENCE MARK NO. 1 IS ON SOUTH SIDE OF ROUTE 17, 10 METERS EA0834'(33 FEET) SOUTH OF CENTER LINE OF ROAD, 3 METERS (10 FEET) EA0834'SOUTH OF DITCH ON SOUTH SIDE OF ROAD, AND APPROXIMATELY ONE-FOURTH EA0834'MILE FROM STATION N 23 DEG 24 MIN E. EA0834' EA0834'REFERENCE MARK NO. 2 IS JUST SOUTH 0F THE EA0834'BASKETBALL FIELD EAST OF SCHOOL, AND 56.05 METERS (183.9 EA0834'FEET) FROM STATION N 32 DEG 30 MIN E. EA0834' EA0834'REFERENCE MARK NO. 3 IS AT SOUTHWEST EA0834'CORNER OF SCHOOL BUILDING, EA0834'0.3 METER (1 FOOT) SOUTH OF SOUTH WALL, 1 METER (3 FEET) EA0834'EAST OF WEST WALL, AND 39.56 METERS (129.8 FEET) EA0834'FROM STATION S 83 DEG 48 MIN W. EA0834 EA0834 STATION RECOVERY (1947) EA0834 EA0834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CRR) EA0834'THIS STATION WAS FOUND TO HAVE BEEN MOVED. PROBABLY WHEN A TILE EA0834'DRAIN FOR TOPSAIL SCHOOL WAS LAID. THE UNDERGROUND MARK WAS EA0834'SEARCHED FOR BUT COULD NOT BE FOUND. EA0834'THE DISK WAS RESTAMPED AND NOW READS---HAMPSTEAD 2 1947---. EA0834' EA0834'REFERENCE MARK NO. 1 HAS BEEN DESTROYED, EA0834'PROBABLY DUE TO WIDENING OF THE ROAD. EA0834'AN AZIMUTH MARK WAS SET TO REPLACE IT. EA0834' EA0834'REFERENCE MARKS NOS. 2 AND 3 WERE RECOVERED EA0834'IN GOOD CONDITION AND WERE USED AS REFERENCE MARKS FOR THE NEW EA0834'STATION AFTER BEING RESTAMPED---HAMPSTEAD 2 NO. 2 1947---AND EA0834'STAMPED---HAMPSTEAD 2 NO 3 1947---. EA0834' EA0834'TO REACH THE STATION FROM THE POST OFFICE AT HOLLY RIDGE, GO EA0834'SOUTHWEST ON U.S. HIGHWAY 17 FOR 12.45 MILES TO THE AZIMUTH MARK ON EA0834'THE LEFT. CONTINUE 0.1 MILE TO TOPSAIL SCHOOL ON THE LEFT AND THE EA0834'STATION NEAR THE NORTHEAST END OF A LONG METAL GARAGE AT THE REAR. EA0834 EA0834 STATION RECOVERY (2005) EA0834 EA0834'RECOVERY NOTE BY US POWER SQUADRON 2005 EA0834'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1229 *********************************************************************** EA1229 DESIGNATION - HAMPSTEAD 2 AZ MK EA1229 PID - EA1229 EA1229 STATE/COUNTY- NC/PENDER EA1229 USGS QUAD - HAMPSTEAD (1970) EA1229 EA1229 *CURRENT SURVEY CONTROL EA1229 ___________________________________________________________________ EA1229* NAD 83(1986)- 34 22 20.56599(N) 077 42 18.61530(W) ADJUSTED EA1229* NAVD 88 - 17.422 (meters) 57.16 (feet) ADJUSTED EA1229 ___________________________________________________________________ EA1229 LAPLACE CORR- -3.80 (seconds) DEFLEC99 EA1229 GEOID HEIGHT- -37.14 (meters) GEOID03 EA1229 DYNAMIC HT - 17.405 (meters) 57.10 (feet) COMP EA1229 MODELED GRAV- 979,657.4 (mgal) NAVD 88 EA1229 EA1229 HORZ ORDER - SECOND EA1229 VERT ORDER - FIRST CLASS II EA1229 EA1229.The North Carolina HARNS have been completed but, EA1229.due to contractual restrictions, coordinates for these stations EA1229.will NOT be published in the near future. In the interim, the EA1229.published coordinates in North Carolina will not be EA1229.consistent with the Continuously Operating Reference Stations EA1229.(CORS). The HARN coordinates for these stations are available EA1229.upon request. Contact Gary Thompson(919-733-3836). EA1229. EA1229.In addition, the published North Carolina positions EA1229.(NAD 83 (1986)) are NOT consistent with those determined in EA1229.adjacent state readjustments. The discontinuity between stations EA1229.located in North Carolina and those in adjacent states EA1229.which have been adjusted to the HARN may be as much as 5 EA1229.decimeters. This will result in a significant loss of accuracy EA1229.over lines crossing such state borders. EA1229 EA1229 EA1229.The horizontal coordinates were established by classical geodetic methods EA1229.and adjusted by the National Geodetic Survey in January 1988. EA1229 EA1229.The orthometric height was determined by differential leveling EA1229.and adjusted by the National Geodetic Survey in June 1991. EA1229 EA1229.The Laplace correction was computed from DEFLEC99 derived deflections. EA1229 EA1229.The geoid height was determined by GEOID03. EA1229 EA1229.The dynamic height is computed by dividing the NAVD 88 EA1229.geopotential number by the normal gravity value computed on the EA1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1229.degrees latitude (g = 980.6199 gals.). EA1229 EA1229.The modeled gravity was interpolated from observed gravity values. EA1229 EA1229; North East Units Scale Factor Converg. EA1229;SPC NC - 69,819.513 728,694.580 MT 0.99998941 +0 44 50.4 EA1229;SPC NC - 229,066.19 2,390,725.47 sFT 0.99998941 +0 44 50.4 EA1229;UTM 18 - 3,806,762.759 251,244.931 MT 1.00036281 -1 31 40.9 EA1229 EA1229! - Elev Factor x Scale Factor = Combined Factor EA1229!SPC NC - 1.00000310 x 0.99998941 = 0.99999251 EA1229!UTM 18 - 1.00000310 x 1.00036281 = 1.00036591 EA1229 EA1229 SUPERSEDED SURVEY CONTROL EA1229 EA1229 NGVD 29 (01/20/88) 17.72 (m) 58.1 (f) LEVELING 3 EA1229 EA1229.Superseded values are not recommended for survey control. EA1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1229.See file dsdata.txt to determine how the superseded data were derived. EA1229 EA1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5124506763(NAD 83) EA1229_MARKER: DZ = AZIMUTH MARK DISK EA1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1229_SP_SET: CONCRETE POST EA1229_STAMPING: HAMPSTEAD 2 1947 EA1229_MARK LOGO: CGS EA1229_PROJECTION: PROJECTING 10 CENTIMETERS EA1229_MAGNETIC: O = OTHER; SEE DESCRIPTION EA1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1229+STABILITY: SURFACE MOTION EA1229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1229+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2005 EA1229 EA1229 HISTORY - Date Condition Report By EA1229 HISTORY - 1947 MONUMENTED CGS EA1229 HISTORY - 1979 GOOD NCGS EA1229 HISTORY - 1984 GOOD NCGS EA1229 HISTORY - 1986 GOOD USPSQD EA1229 HISTORY - 19890517 GOOD NCGS EA1229 HISTORY - 19990630 GOOD NCGS EA1229 HISTORY - 20050312 GOOD USPSQD EA1229 EA1229 STATION DESCRIPTION EA1229 EA1229'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 EA1229'IN HAMPSTEAD. EA1229'0.65 MILE NORTHEAST ALONG U.S. 17 FROM JUNCTION WITH N.C. 210 EA1229'AT HAMPSTEAD, ON RIGHT AT OPENING NEAR THE NORTH CORNER OF THE EA1229'FENCE OF THE TOPSAIL MIDDLE SCHOOL PLAYGROUNDS, 1.2 FEET SOUTHEAST EA1229'OF FENCE, 34.6 FEET SOUTHEAST OF EDGE OF PAVEMENT OF HIGHWAY, EA1229'54.2 FEET SOUTHWEST OF NORTH CORNER OF FENCE, 5.7 FEET SOUTHEAST EA1229'OF POWER POLE 203 WITH REFERENCE TAG AND 1.6 FEET NORTHWEST OF 20 EA1229'INCH PINE WITH REFERENCE TAG. EA1229'THE MARK IS 2 FT ABOVE HIGHWAY. EA1229 EA1229 STATION RECOVERY (1984) EA1229 EA1229'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) EA1229'STATION IS LOCATED IN HAMPSTEAD. EA1229' EA1229'ALONG US 17 FOR 0.9 KM (0.55 MI) NORTHEAST FROM INTERSECTION WITH EA1229'NC 210, ON THE GROUNDS, OF THE TOPSAIL MIDDLE SCHOOL, AT THE EA1229'NORTHERNMOST CORNER OF THE PLAYGROUNDS. EA1229' EA1229'THE STATION IS A STANDARD CGS DISK STAMPED---HAMPSTEAD 2 1947---, EA1229'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT, PROJECTING EA1229'5 CM ABOVE GROUND. LOCATED EA1229'10.5 METERS (34.6 FT) SOUTHEAST OF EDGE OF PAVEMENT, EA1229'0.4 METERS (1.2 FT) SOUTHEAST OF THE FENCE, EA1229'16.5 METERS (54.2 FT) SOUTHWEST OF NORTH CORNER OF FENCE,--AND EA1229'1.7 METERS (5.7 FT) SOUTHEAST OF POWER POLE (203) AND EA1229'0.5 METER (1.6 FT) NORTHWEST OF A 20 1NCH PINE--BOTH WITH REFERENCE EA1229'TAGS. EA1229' EA1229'MARK IS ABOUT 2 FEET ABOVE CENTERLINE OF HIGHWAY. EA1229 EA1229 STATION RECOVERY (1986) EA1229 EA1229'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB) EA1229'RECOVERED IN GOOD CONDITION. EA1229 EA1229 STATION RECOVERY (1989) EA1229 EA1229'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB) EA1229'RECOVERED AS DESCRIBED. LOCATED 53.8 FT (16.4 M) SOUTH OF THE SOUTH EA1229'END AND 23.5 FT (7.2 M) EAST-NORTHEAST OF THE NORTH END OF A DRIVEWAY EA1229'CULVERT. EA1229 EA1229 STATION RECOVERY (1999) EA1229 EA1229'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH) EA1229'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS AND EA1229'CORRECTIONS. MARK IS ABOUT LEVEL WITH US 17, AND PROJECTS 4 INCHES EA1229'ABOVE THE GROUND. LOCATED 18.5 FT (5.6 M) SOUTHEAST OF BACK OF CURB OF EA1229'US 17, AND 4.5 FT (1.4 M) WEST-NORTHWEST OF POWER POLE (6TM38) WITH EA1229'TAG EA1229 EA1229 STATION RECOVERY (2005) EA1229 EA1229'RECOVERY NOTE BY US POWER SQUADRON 2005 EA1229'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1259 *********************************************************************** EA1259 DESIGNATION - HAMPSTEAD 2 RESET EA1259 PID - EA1259 EA1259 STATE/COUNTY- NC/PENDER EA1259 USGS QUAD - HAMPSTEAD (1970) EA1259 EA1259 *CURRENT SURVEY CONTROL EA1259 ___________________________________________________________________ EA1259* NAD 83(1986)- 34 22 14.77604(N) 077 42 20.37653(W) ADJUSTED EA1259* NAVD 88 - 16.544 (meters) 54.28 (feet) ADJUSTED EA1259 ___________________________________________________________________ EA1259 LAPLACE CORR- -3.81 (seconds) DEFLEC99 EA1259 GEOID HEIGHT- -37.14 (meters) GEOID03 EA1259 DYNAMIC HT - 16.528 (meters) 54.23 (feet) COMP EA1259 MODELED GRAV- 979,657.2 (mgal) NAVD 88 EA1259 EA1259 HORZ ORDER - SECOND EA1259 VERT ORDER - FIRST CLASS II EA1259 EA1259.The North Carolina HARNS have been completed but, EA1259.due to contractual restrictions, coordinates for these stations EA1259.will NOT be published in the near future. In the interim, the EA1259.published coordinates in North Carolina will not be EA1259.consistent with the Continuously Operating Reference Stations EA1259.(CORS). The HARN coordinates for these stations are available EA1259.upon request. Contact Gary Thompson(919-733-3836). EA1259. EA1259.In addition, the published North Carolina positions EA1259.(NAD 83 (1986)) are NOT consistent with those determined in EA1259.adjacent state readjustments. The discontinuity between stations EA1259.located in North Carolina and those in adjacent states EA1259.which have been adjusted to the HARN may be as much as 5 EA1259.decimeters. This will result in a significant loss of accuracy EA1259.over lines crossing such state borders. EA1259 EA1259 EA1259.The horizontal coordinates were established by classical geodetic methods EA1259.and adjusted by the National Geodetic Survey in July 1999. EA1259 EA1259.The orthometric height was determined by differential leveling EA1259.and adjusted by the National Geodetic Survey in June 1991. EA1259 EA1259.The Laplace correction was computed from DEFLEC99 derived deflections. EA1259 EA1259.The geoid height was determined by GEOID03. EA1259 EA1259.The dynamic height is computed by dividing the NAVD 88 EA1259.geopotential number by the normal gravity value computed on the EA1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1259.degrees latitude (g = 980.6199 gals.). EA1259 EA1259.The modeled gravity was interpolated from observed gravity values. EA1259 EA1259; North East Units Scale Factor Converg. EA1259;SPC NC - 69,640.534 728,651.911 MT 0.99998984 +0 44 49.4 EA1259;SPC NC - 228,478.99 2,390,585.48 sFT 0.99998984 +0 44 49.4 EA1259;UTM 18 - 3,806,585.548 251,195.171 MT 1.00036311 -1 31 41.7 EA1259 EA1259! - Elev Factor x Scale Factor = Combined Factor EA1259!SPC NC - 1.00000323 x 0.99998984 = 0.99999307 EA1259!UTM 18 - 1.00000323 x 1.00036311 = 1.00036634 EA1259 EA1259|---------------------------------------------------------------------| EA1259| PID Reference Object Distance Geod. Az | EA1259| dddmmss.s | EA1259| AB6823 HAMPSTEAD 2 RM 5 73.250 METERS 01315 | EA1259| EA1229 HAMPSTEAD 2 AZ MK 183.997 METERS 01409 | EA1259| EA0476 HAMPSTEAD 2 RM 2 56.120 METERS 03541 | EA1259| EA0478 HAMPSTEAD 2 RM 3 36.985 METERS 26057 | EA1259| EA1230 HAMPSTEAD 2 RM 4 41.950 METERS 35225 | EA1259|---------------------------------------------------------------------| EA1259 EA1259 SUPERSEDED SURVEY CONTROL EA1259 EA1259 NAD 83(1986)- 34 22 14.78198(N) 077 42 20.37936(W) AD( ) 1 EA1259 NAD 27 - 34 22 14.17400(N) 077 42 21.46300(W) AD( ) 1 EA1259 NAVD 88 (07/28/99) 16.54 (m) 54.3 (f) LEVELING 3 EA1259 NGVD 29 (01/20/88) 16.84 (m) 55.2 (f) LEVELING 3 EA1259 EA1259.Superseded values are not recommended for survey control. EA1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1259.See file dsdata.txt to determine how the superseded data were derived. EA1259 EA1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5119506586(NAD 83) EA1259_MARKER: DS = TRIANGULATION STATION DISK EA1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1259_SP_SET: CONCRETE POST EA1259_STAMPING: HAMPSTEAD 2 1947 1965 EA1259_MARK LOGO: CGS EA1259_PROJECTION: RECESSED 41 CENTIMETERS EA1259_MAGNETIC: O = OTHER; SEE DESCRIPTION EA1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1259+STABILITY: SURFACE MOTION EA1259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1259+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2005 EA1259 EA1259 HISTORY - Date Condition Report By EA1259 HISTORY - 1947 MONUMENTED CGS EA1259 HISTORY - 1962 SEE DESCRIPTION CGS EA1259 HISTORY - 1964 MARK NOT FOUND CGS EA1259 HISTORY - 1965 SEE DESCRIPTION CGS EA1259 HISTORY - 1969 SEE DESCRIPTION MGA EA1259 HISTORY - 1970 GOOD NGS EA1259 HISTORY - 1972 GOOD NGS EA1259 HISTORY - 1979 GOOD NCGS EA1259 HISTORY - 1984 GOOD NCGS EA1259 HISTORY - 19880407 GOOD NCGS EA1259 HISTORY - 19990630 GOOD NCGS EA1259 HISTORY - 20050312 GOOD USPSQD EA1259 EA1259 STATION DESCRIPTION EA1259 EA1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CRR) EA1259'THE STATION IS LOCATED IN THE TOPSAIL SCHOOLYARD ABOUT 19 MILES EA1259'NORTHEAST OF WILMINGTON AND 12 MILES SOUTHWEST OF HOLLY RIDGE. IT EA1259'IS 79 FEET EAST OF THE EAST CORNER OF TOPSAIL SCHOOL AND 25 EA1259'FEET NORTHEAST OF THE NORTHEAST END OF A LONG METAL GARAGE. THE EA1259'MARK PROJECTS ABOUT 8 INCHES AND HAS BEEN EA1259'RESTAMPED---HAMPSTEAD 2 1947---. EA1259' EA1259'REFERENCE MARK NO. 3 IS 121.41 FEET WEST OF THE STATION, 6 EA1259'FEET EAST OF THE SOUTH CORNER OF TOPSAIL SCHOOL AND 2 FEET EA1259'SOUTHEAST OF THE SOUTHEAST WALL OF THE SCHOOL. THE MARK EA1259'PROJECTS ABOUT 10 INCHES AND THE DISK IS EA1259'STAMPED---HAMPSTEAD 2 NO 3 1947---. EA1259' EA1259'REFERENCE MARK NO. 2 IS 184.12 FEET NORTH OF THE STATION AND EA1259'ABOUT 100 YARDS EAST OF U.S. HIGHWAY 17. THE MARK PROJECTS EA1259'ABOUT 10 INCHES AND THE DISK IS EA1259'STAMPED---HAMPSTEAD 2 NO 2 1947---. EA1259' EA1259'THE AZIMUTH MARK IS APPROXIMATELY 0.15 MILE NORTH OF THE EA1259'STATION, 52 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY EA1259'17 AND 6 FEET SOUTHEAST OF POWERLINE POLE NO. 203. THE MARK EA1259'PROJECTS ABOUT 6 INCHES AND THE DISK IS EA1259'STAMPED---HAMPSTEAD 2 1947---. EA1259' EA1259'TO REACH THE STATION FROM THE POST OFFICE IN HOLLY RIDGE, EA1259'GO SOUTHWEST ON U.S. HIGHWAY 17 FOR 12.45 MILES TO THE AZIMUTH EA1259'MARK ON THE LEFT AS DESCRIBED. CONTINUE FOR 0.1 MILE TO EA1259'TOPSAIL SCHOOL ON THE LEFT AND THE STATION IN THE REAR AS EA1259'DESCRIBED. EA1259' EA1259'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS. EA1259 EA1259 STATION RECOVERY (1962) EA1259 EA1259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB) EA1259'THE SURFACE STATION MARK HAS BEEN DESTROYED BUT THE UNDERGROUND MARK EA1259'WAS RECOVERED IN GOOD CONDITION. THIS MARK WAS RECOVERED BY EA1259'MEASURING FROM R.M. NO. 3 AND THE EAST CORNER OF THE SCHOOL EA1259'BUILDING. IT IS 2 FEET BELOW THE SURFACE OF THE GROUND. R.M. NO. EA1259'3 AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN EA1259'GOOD CONDITION. R.M. NO. 2 WAS NOT RECOVERED AND HAS EVIDENTLY EA1259'BEEN DESTROYED AS THE DESCRIBED LOCATION IS IN A SOFTBALL EA1259'DIAMOND. EA1259' EA1259'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY OF STATION SITE. EA1259 EA1259 STATION RECOVERY (1964) EA1259 EA1259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA1259'LOST. THE STATION AND R.M.S NOT RECOVERED. THE PRINCIPAL EA1259'OF THE SCHOOL SAID R.M. 2 HAD BEEN DESTROYED BY BULLDOZERS EA1259'WHEN LEVELING THE BASEBALL FIELD. THE STATION IS THOUGHT TO EA1259'BE IN PLACE BUT UNDER ABOUT 10 FEET OF FILL IN THE SCHOOL EA1259'BUS PARKING AREA. EA1259' EA1259'R.M. 3 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION. THE EA1259'1947 DESCRIPTION BY C.R.R. IS ADEQUATE. EA1259' EA1259'R.M. 3 IS A STANDARD DISK SET IN THE TOP OF A 12 X 12 INCH EA1259'MONUMENT PROJECTING ABOUT 12 INCHES AND STAMPED---HAMPSTEAD 2 EA1259'NO 3 1947---. IT IS 5.2 FEET EAST OF SOUTH CORNER OF SCHOOL EA1259'BUILDING AND ABOUT 1.7 FEET SOUTHEAST OF THE SOUTHEAST WALL EA1259'OF SCHOOL BUILDING. EA1259' EA1259'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A EA1259'12 X 12 INCH MONUMENT PROJECTING 5 INCHES AND EA1259'STAMPED---HAMPSTEAD 2 1947---. IT IS 52.0 FEET SOUTHEAST EA1259'OF CENTER OF HIGHWAY 17 AND 6.0 FEET SOUTHEAST OF POWER POLE 203. EA1259 EA1259 STATION RECOVERY (1965) EA1259 EA1259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LGB) EA1259'THE UNDERGROUND MARK, REFERENCE MARK 3 AND THE AZIMUTH MARK EA1259'WERE RECOVERED IN GOOD CONDITION. THE SURFACE MARK HAS BEEN EA1259'DESTROYED AND NO EVIDENCE OF THE MARK COULD BE FOUND. REFERENCE EA1259'MARK 2 HAS BEEN REMOVED AND WAS FOUND WITH THE DISK REMOVED. THE EA1259'STATION UNDERGROUND POINT WAS HELD AND A NEW SURFACE MARK EA1259'ESTABLISHED, AND REFERENCE MARK 4 WAS ESTABLISHED. FOLLOWING IS EA1259'A NEW AND COMPLETE DESCRIPTION. EA1259' EA1259'THE STATION IS LOCATED IN THE TOPSAIL SCHOOLYARD, ABOUT 19 MILES EA1259'NORTHEAST OF WILMINGTON, 12 MILES SOUTHWEST OF HOLLY RIDGE, EA1259'IN THE NORTHEAST EDGE OF HAMPSTEAD AND EAST OF U.S. HIGHWAY 17. EA1259' EA1259'TO REACH THE STATION FROM THE POST OFFICE IN HAMPSTEAD, GO EA1259'NORTHERLY ON U.S. HIGHWAY 17 FOR 0.3 MILE TO THE ENTRANCE TO THE EA1259'TOPSAIL SCHOOL ON THE RIGHT. (TO REACH THE AZIMUTH MARK, EA1259'CONTINUE ON THE HIGHWAY FOR 0.2 MILE TO THE MARK ON THE EA1259'RIGHT.) TURN RIGHT AND FOLLOW SURFACED DRIVEWAY AROUND THE EA1259'SCHOOL TO THE END OF THE DRIVEWAY AND THE STATION ON THE RIGHT. EA1259' EA1259'STATION MARKS ARE STANDARD DISKS, STAMPED---HAMPSTEAD 2 1947 EA1259'1965---. THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE EA1259'POST 3 INCHES BELOW THE GROUND SURFACE. IT IS 79.9 FEET EA1259'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE SCHOOLHOUSE, 75.5 EA1259'FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A TIN SHED, 32 EA1259'FEET EAST-SOUTHEAST OF THE CENTER OF THE DRIVEWAY AND 27.0 FEET EA1259'SOUTH OF A 20 INCH HICKORY TREE. EA1259' EA1259'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---HAMPSTEAD 2 NO 3 EA1259'1947---, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST EA1259'PROJECTING 14 INCHES. IT IS 42 FEET NORTHWEST OF THE CENTER EA1259'OF THE DRIVEWAY AND 5.5 FEET EAST-NORTHEAST OF THE SOUTHEAST EA1259'CORNER OF THE SCHOOLHOUSE. EA1259' EA1259'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---HAMPSTEAD 2 NO 4 EA1259'1947 1965---, CEMENTED IN A DRILL HOLE IN THE BACK STEP OF THE EA1259'SCHOOL CAFETERIA. IT IS 6.9 FEET SOUTHWEST OF THE NORTHEAST EA1259'CORNER OF THE CAFETERIA. EA1259' EA1259'AZIMUTH MARK IS A STANDARD DISK, STAMPED---HAMPSTEAD 2 1947---, EA1259'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING EA1259'3 INCHES. IT IS 49.5 FEET SOUTHEAST OF THE CENTER OF EA1259'U.S. HIGHWAY 17, 1.9 FEET WEST-NORTHWEST OF A 6 INCH PINE TREE, EA1259'6.0 FEET SOUTHEAST OF A POWERLINE POLE AND 1.3 FEET SOUTHEAST OF EA1259'A WIRE FENCE. EA1259' EA1259'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS. EA1259 EA1259 STATION RECOVERY (1969) EA1259 EA1259'RECOVERY NOTE BY MOORE GARDNER AND ASSOCIATES 1969 (DHC) EA1259'HAMPSTEAD 2 APPARENTLY UNDER NEW BUILDING. EA1259' EA1259'AZIMUTH MARK NOT SEARCHED FOR. EA1259' EA1259'HAMPSTEAD 2 NO. 2 APPARENTLY DESTROYED. EA1259' EA1259'HAMPSTEAD 2 NO. 3 1947 GOOD. EA1259 EA1259 STATION RECOVERY (1970) EA1259 EA1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS) EA1259'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION. A EA1259'SCHOOL AUTOMOTIVE SHOP, WITH CONCRETE SLAB FLOOR, HAS BEEN EA1259'BUILT OVER THE STATION MARK, HOWEVER, AT TIME OF CONSTRUCTION EA1259'A 4-INCH-DIAMETER PIPE WAS PLACED OVER THE MARK, SO IT WAS EA1259'PRESERVED. EA1259' EA1259'STATION IS LOCATED AT SOUTHEAST SIDE OF THE TOPSAIL SCHOOL, EA1259'INSIDE THE NORTHEAST END OF THE AUTOMOTIVE SHOP, IN SHOP EA1259'CLASSROOM, 8 FEET SOUTHEAST OF NORTHEAST ENTRANCE, AT SOUTH EA1259'SIDE OF DOOR OF INSTRUCTORS OFFICE, AND 1.3 FEET BELOW FLOOR EA1259'LEVEL, IN THE BOTTOM OF A 4-INCH PIPE. THE MARK IS A STANDARD EA1259'DISK STAMPED HAMPSTEAD 2 1947 1965. EA1259' EA1259'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED EA1259'HAMPSTEAD 2 NO 3 1947, SET IN THE TOP OF A 12-INCH-SQUARE, EA1259'CONCRETE MONUMENT PROJECTING 14 INCHES FROM GROUND. IT IS EA1259'5.5 FEET EAST-NORTHEAST OF SOUTHEAST CORNER OF SCHOOL BUILDING. EA1259' EA1259'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED HAMPSTEAD EA1259'2 NO 4 1947 1965, CEMENTED IN A DRILL HOLE IN CONCRETE RAMP EA1259'AT REAR, SOUTHEAST, ENTRANCE OF SCHOOL CAFETERIA. EA1259' EA1259'AZIMUTH MARK IS A STANDARD DISK STAMPED HAMPSTEAD 2 1947, SET EA1259'IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT PROJECTING EA1259'3 INCHES FROM GROUND. IT IS ALONG SOUTHEAST SIDE OF EA1259'U.S. HIGHWAY 17 AND ON THE SOUTHEAST SIDE OF A WIRE-MESH FENCE, EA1259'JUST INSIDE A NARROW GATE IN THE FENCE. 49.5 FEET SOUTHEAST OF EA1259'CENTER LINE OF HIGHWAY, 1 FOOT SOUTHEAST OF SOUTH POST OF THE EA1259'GATE, 2 FEET NORTHWEST OF A PINE TREE, 6 FEET SOUTHEAST OF EA1259'POWER POLE 203, AND 51 FEET SOUTHWEST OF NORTHEAST END OF EA1259'FENCE. EA1259' EA1259'NOTE--VIEW FROM STATION MARK IS LIMITED TO A NARROW ARC IN THE EA1259'DIRECTION OF THE AZIMUTH MARK, WHICH IS VISIBLE FROM EA1259'STATION. THERE ARE LARGE WINDOWS IN THE SHOP WHICH MAY BE EA1259'OPENED FOR TRAVERSE OR OBSERVING. EA1259' EA1259'REFERENCE MARK NUMBER 3 IS NOT VISIBLE FROM STATION DUE TO INNER EA1259'WALL OF SHOP. EA1259' EA1259'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EA1259'AT HAMPSTEAD. EA1259 EA1259 STATION RECOVERY (1972) EA1259 EA1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RST) EA1259'THE STATION MARK, REFERENCE MARKS NOS. 3 AND 4 AND THE AZIMUTH EA1259'MARK WERE RECOVERED IN GOOD CONDITION. THE 1970 RECOVERY NOTE, EA1259'BY L.F.S., IN BOOK NO. 476 PAGE 37 IS ADEQUATE. THE DISTANCE EA1259'WAS MEASURED BETWEEN THE STATION MARK AND THE AZIMUTH MARK. EA1259 EA1259 STATION RECOVERY (1979) EA1259 EA1259'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EA1259'IN HAMPSTEAD. EA1259'0.5 MILE NORTHEAST ALONG U.S. 17 FROM JUNCTION WITH N.C. 210 AT EA1259'HAMPSTEAD, AT TOPSAIL MIDDLE SCHOOL, SET INSIDE BENEATH THE FLOOR EA1259'OF THE AUTO MECHANICS CLASSROOM, 8 FEET SOUTHEAST OF THE NORTHEAST EA1259'ENTRANCE, AT THE SOUTH SIDE OF THE DOOR TO THE INSTRUCTORS OFFICE. EA1259'A DISK SET INTO A CONCRETE POST 16 INCH BELOW THE CONCRETE FLOOR EA1259'WITH ACCESS THROUGH A 4 INCH PIPE. EA1259'THE MARK IS 1.3 FT BELOW FLOOR. EA1259 EA1259 STATION RECOVERY (1984) EA1259 EA1259'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) EA1259'THE STATION WAS RECOVERED AT THIS DATE. EA1259'STATION IS IN GOOD CONDITION AS DESCRIBED. EA1259' EA1259'NCGS EA1259 EA1259 STATION RECOVERY (1988) EA1259 EA1259'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB) EA1259'RECOVERED AS DESCRIBED. EA1259 EA1259 STATION RECOVERY (1999) EA1259 EA1259'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH) EA1259'RECOVERED IN GOOD CONDITION, REFERENCES NOT CHECKED THIS DATE. EA1259 EA1259 STATION RECOVERY (2005) EA1259 EA1259'RECOVERY NOTE BY US POWER SQUADRON 2005 EA1259'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0478 *********************************************************************** EA0478 DESIGNATION - HAMPSTEAD 2 RM 3 EA0478 PID - EA0478 EA0478 STATE/COUNTY- NC/PENDER EA0478 USGS QUAD - HAMPSTEAD (1970) EA0478 EA0478 *CURRENT SURVEY CONTROL EA0478 ___________________________________________________________________ EA0478* NAD 83(1986)- 34 22 14.58723(N) 077 42 21.80603(W) ADJUSTED EA0478* NAVD 88 - 17.113 (meters) 56.14 (feet) ADJUSTED EA0478 ___________________________________________________________________ EA0478 LAPLACE CORR- -3.81 (seconds) DEFLEC99 EA0478 GEOID HEIGHT- -37.14 (meters) GEOID03 EA0478 DYNAMIC HT - 17.096 (meters) 56.09 (feet) COMP EA0478 MODELED GRAV- 979,657.2 (mgal) NAVD 88 EA0478 EA0478 HORZ ORDER - SECOND EA0478 VERT ORDER - FIRST CLASS II EA0478 EA0478.The North Carolina HARNS have been completed but, EA0478.due to contractual restrictions, coordinates for these stations EA0478.will NOT be published in the near future. In the interim, the EA0478.published coordinates in North Carolina will not be EA0478.consistent with the Continuously Operating Reference Stations EA0478.(CORS). The HARN coordinates for these stations are available EA0478.upon request. Contact Gary Thompson(919-733-3836). EA0478. EA0478.In addition, the published North Carolina positions EA0478.(NAD 83 (1986)) are NOT consistent with those determined in EA0478.adjacent state readjustments. The discontinuity between stations EA0478.located in North Carolina and those in adjacent states EA0478.which have been adjusted to the HARN may be as much as 5 EA0478.decimeters. This will result in a significant loss of accuracy EA0478.over lines crossing such state borders. EA0478 EA0478 EA0478.The horizontal coordinates were established by classical geodetic methods EA0478.and adjusted by the National Geodetic Survey in July 1999. EA0478 EA0478.The orthometric height was determined by differential leveling EA0478.and adjusted by the National Geodetic Survey in June 1991. EA0478 EA0478.The Laplace correction was computed from DEFLEC99 derived deflections. EA0478 EA0478.The geoid height was determined by GEOID03. EA0478 EA0478.The dynamic height is computed by dividing the NAVD 88 EA0478.geopotential number by the normal gravity value computed on the EA0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0478.degrees latitude (g = 980.6199 gals.). EA0478 EA0478.The modeled gravity was interpolated from observed gravity values. EA0478 EA0478; North East Units Scale Factor Converg. EA0478;SPC NC - 69,634.241 728,615.466 MT 0.99998986 +0 44 48.6 EA0478;SPC NC - 228,458.34 2,390,465.91 sFT 0.99998986 +0 44 48.6 EA0478;UTM 18 - 3,806,580.705 251,158.491 MT 1.00036334 -1 31 42.5 EA0478 EA0478! - Elev Factor x Scale Factor = Combined Factor EA0478!SPC NC - 1.00000314 x 0.99998986 = 0.99999300 EA0478!UTM 18 - 1.00000314 x 1.00036334 = 1.00036649 EA0478 EA0478 SUPERSEDED SURVEY CONTROL EA0478 EA0478 NAD 83(1986)- 34 22 14.59421(N) 077 42 21.80951(W) AD( ) 2 EA0478 NAVD 88 (07/28/99) 17.11 (m) 56.1 (f) LEVELING 3 EA0478 NGVD 29 (??/??/92) 17.424 (m) 57.17 (f) ADJ UNCH 1 2 EA0478 EA0478.Superseded values are not recommended for survey control. EA0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0478.See file dsdata.txt to determine how the superseded data were derived. EA0478 EA0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5115806581(NAD 83) EA0478_MARKER: DR = REFERENCE MARK DISK EA0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA0478_STAMPING: HAMPSTEAD 2 NO 3 1947 EA0478_MARK LOGO: CGS EA0478_PROJECTION: PROJECTING 30 CENTIMETERS EA0478_MAGNETIC: N = NO MAGNETIC MATERIAL EA0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0478+STABILITY: SURFACE MOTION EA0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EA0478+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1988 EA0478 EA0478 HISTORY - Date Condition Report By EA0478 HISTORY - 1947 MONUMENTED CGS EA0478 HISTORY - 1963 GOOD CGS EA0478 HISTORY - 1978 GOOD USE EA0478 HISTORY - 1979 GOOD NCGS EA0478 HISTORY - 1984 GOOD USPSQD EA0478 HISTORY - 19880407 GOOD NCGS EA0478 EA0478 STATION DESCRIPTION EA0478 EA0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 EA0478'AT HAMPSTEAD. EA0478'AT HAMPSTEAD, AT THE HAMPSTEAD TOPSAIL SCHOOL, 5 FEET NORTHEAST EA0478'OF SOUTH CORNER OF ANNEX TO MAIN BUILDING, 255 FEET SOUTHEAST EA0478'OF CENTER LINE OF U.S. HIGHWAY 17, 45 FEET NORTHEAST OF A EA0478'18-INCH LONE PINE TREE, 27 FEET NORTH OF A 2-FOOT BY 2-FOOT EA0478'CONCRETE CATCH BASIN, AND SET IN TOP OF A CONCRETE POST PROJECTING EA0478'16 INCHES ABOVE GROUND. EA0478 EA0478 STATION RECOVERY (1978) EA0478 EA0478'RECOVERY NOTE BY US ENGINEERS 1978 (GRN) EA0478'HAMPSTEAD 2 NO 3 1947 FOUND GOOD, DESCRIPTION ADEQUATE. EA0478 EA0478 STATION RECOVERY (1979) EA0478 EA0478'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EA0478'0.5 MILE NORTHEAST ALONG U.S. 17 FROM JUNCTION WITH N.C. 210 AT EA0478'HAMPSTEAD, AT TOPSAIL MIDDLE SCHOOL, AT THE SOUTHWEST CORNER OF EA0478'THE AUDITORIUM, 255.0 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, EA0478'5.2 FEET NORTHEAST OF CORNER OF BUILDING, 26.9 FEET NORTH OF A EA0478'STORM DRAIN GRATE AND 70.4 FEET WEST OF NORTHWEST CORNER OF AUTO EA0478'SHOP BUILDING. EA0478'THE MARK IS 1 FT ABOVE GROUND. EA0478 EA0478 STATION RECOVERY (1984) EA0478 EA0478'RECOVERY NOTE BY US POWER SQUADRON 1984 EA0478'RECOVERED IN GOOD CONDITION. EA0478 EA0478 STATION RECOVERY (1988) EA0478 EA0478'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB) EA0478'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1230 *********************************************************************** EA1230 DESIGNATION - HAMPSTEAD 2 RM 4 EA1230 PID - EA1230 EA1230 STATE/COUNTY- NC/PENDER EA1230 USGS QUAD - HAMPSTEAD (1970) EA1230 EA1230 *CURRENT SURVEY CONTROL EA1230 ___________________________________________________________________ EA1230* NAD 83(1986)- 34 22 16.12554(N) 077 42 20.59321(W) ADJUSTED EA1230* NAVD 88 - 17.677 (meters) 58.00 (feet) ADJUSTED EA1230 ___________________________________________________________________ EA1230 LAPLACE CORR- -3.81 (seconds) DEFLEC99 EA1230 GEOID HEIGHT- -37.14 (meters) GEOID03 EA1230 DYNAMIC HT - 17.660 (meters) 57.94 (feet) COMP EA1230 MODELED GRAV- 979,657.2 (mgal) NAVD 88 EA1230 EA1230 HORZ ORDER - SECOND EA1230 VERT ORDER - FIRST CLASS II EA1230 EA1230.The North Carolina HARNS have been completed but, EA1230.due to contractual restrictions, coordinates for these stations EA1230.will NOT be published in the near future. In the interim, the EA1230.published coordinates in North Carolina will not be EA1230.consistent with the Continuously Operating Reference Stations EA1230.(CORS). The HARN coordinates for these stations are available EA1230.upon request. Contact Gary Thompson(919-733-3836). EA1230. EA1230.In addition, the published North Carolina positions EA1230.(NAD 83 (1986)) are NOT consistent with those determined in EA1230.adjacent state readjustments. The discontinuity between stations EA1230.located in North Carolina and those in adjacent states EA1230.which have been adjusted to the HARN may be as much as 5 EA1230.decimeters. This will result in a significant loss of accuracy EA1230.over lines crossing such state borders. EA1230 EA1230 EA1230.The horizontal coordinates were established by classical geodetic methods EA1230.and adjusted by the National Geodetic Survey in July 1999. EA1230 EA1230.The orthometric height was determined by differential leveling EA1230.and adjusted by the National Geodetic Survey in June 1991. EA1230 EA1230.The Laplace correction was computed from DEFLEC99 derived deflections. EA1230 EA1230.The geoid height was determined by GEOID03. EA1230 EA1230.The dynamic height is computed by dividing the NAVD 88 EA1230.geopotential number by the normal gravity value computed on the EA1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1230.degrees latitude (g = 980.6199 gals.). EA1230 EA1230.The modeled gravity was interpolated from observed gravity values. EA1230 EA1230; North East Units Scale Factor Converg. EA1230;SPC NC - 69,682.041 728,645.833 MT 0.99998974 +0 44 49.3 EA1230;SPC NC - 228,615.16 2,390,565.54 sFT 0.99998974 +0 44 49.3 EA1230;UTM 18 - 3,806,627.279 251,190.744 MT 1.00036314 -1 31 41.9 EA1230 EA1230! - Elev Factor x Scale Factor = Combined Factor EA1230!SPC NC - 1.00000306 x 0.99998974 = 0.99999280 EA1230!UTM 18 - 1.00000306 x 1.00036314 = 1.00036620 EA1230 EA1230 SUPERSEDED SURVEY CONTROL EA1230 EA1230 NAVD 88 (07/28/99) 17.68 (m) 58.0 (f) LEVELING 3 EA1230 EA1230.Superseded values are not recommended for survey control. EA1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1230.See file dsdata.txt to determine how the superseded data were derived. EA1230 EA1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5119106627(NAD 83) EA1230_MARKER: DR = REFERENCE MARK DISK EA1230_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN EA1230+WITH SETTING: PAVEMENT EA1230_SP_SET: SET IN A MAT FOUNDATION EA1230_STAMPING: HAMPSTEAD 2 NO 4 1947 1965 EA1230_MARK LOGO: CGS EA1230_MAGNETIC: O = OTHER; SEE DESCRIPTION EA1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1230+STABILITY: SURFACE MOTION EA1230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1230+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2005 EA1230 EA1230 HISTORY - Date Condition Report By EA1230 HISTORY - 1965 MONUMENTED CGS EA1230 HISTORY - 1979 GOOD NCGS EA1230 HISTORY - 19880407 GOOD NCGS EA1230 HISTORY - 19990630 GOOD NCGS EA1230 HISTORY - 20050312 GOOD USPSQD EA1230 EA1230 STATION DESCRIPTION EA1230 EA1230'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 EA1230'IN HAMPSTEAD. EA1230'0.5 MILE NORTHEAST ALONG U.S. 17 FROM THE JUNCTION WITH N.C. 210 EA1230'AT HAMPSTEAD, AT TOPSAIL MIDDLE SCHOOL, SET ON TOP OF THE CONCRETE EA1230'SLAB PORCH, AT THE BACK DOOR AND SOUTHEAST END OF THE CAFETERIA, EA1230'6.9 FEET SOUTHWEST OF EASTERNMOST CORNER OF BUILDING, 6.0 FEET EA1230'NORTHWEST OF EASTERNMOST CORNER OF PORCH AND 31.2 FEET NORTHEAST EA1230'OF SOUTHERNMOST CORNER OF BUILDING. EA1230'THE MARK IS 2 FT ABOVE GROUND. EA1230 EA1230 STATION RECOVERY (1988) EA1230 EA1230'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB) EA1230'RECOVERED AS DESCRIBED. EA1230 EA1230 STATION RECOVERY (1999) EA1230 EA1230'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH) EA1230'RECOVERED IN GOOD CONDITION, REFERENCES NOT CHECKED THIS DATE. EA1230 EA1230 STATION RECOVERY (2005) EA1230 EA1230'RECOVERY NOTE BY US POWER SQUADRON 2005 EA1230'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0927 *********************************************************************** EA0927 DESIGNATION - HARRELL EA0927 PID - EA0927 EA0927 STATE/COUNTY- NC/PENDER EA0927 USGS QUAD - WALLACE EAST (1981) EA0927 EA0927 *CURRENT SURVEY CONTROL EA0927 ___________________________________________________________________ EA0927* NAD 83(1986)- 34 41 08.56251(N) 077 56 44.37007(W) ADJUSTED EA0927* NAVD 88 - 16.190 (meters) 53.12 (feet) ADJUSTED EA0927 ___________________________________________________________________ EA0927 LAPLACE CORR- -3.86 (seconds) DEFLEC99 EA0927 GEOID HEIGHT- -36.28 (meters) GEOID03 EA0927 DYNAMIC HT - 16.175 (meters) 53.07 (feet) COMP EA0927 MODELED GRAV- 979,678.3 (mgal) NAVD 88 EA0927 EA0927 HORZ ORDER - SECOND EA0927 VERT ORDER - SECOND CLASS II EA0927 EA0927.The North Carolina HARNS have been completed but, EA0927.due to contractual restrictions, coordinates for these stations EA0927.will NOT be published in the near future. In the interim, the EA0927.published coordinates in North Carolina will not be EA0927.consistent with the Continuously Operating Reference Stations EA0927.(CORS). The HARN coordinates for these stations are available EA0927.upon request. Contact Gary Thompson(919-733-3836). EA0927. EA0927.In addition, the published North Carolina positions EA0927.(NAD 83 (1986)) are NOT consistent with those determined in EA0927.adjacent state readjustments. The discontinuity between stations EA0927.located in North Carolina and those in adjacent states EA0927.which have been adjusted to the HARN may be as much as 5 EA0927.decimeters. This will result in a significant loss of accuracy EA0927.over lines crossing such state borders. EA0927 EA0927 EA0927.The horizontal coordinates were established by classical geodetic methods EA0927.and adjusted by the National Geodetic Survey in July 1986. EA0927 EA0927.The orthometric height was determined by differential leveling EA0927.and adjusted by the National Geodetic Survey in June 1991. EA0927 EA0927.The Laplace correction was computed from DEFLEC99 derived deflections. EA0927 EA0927.The geoid height was determined by GEOID03. EA0927 EA0927.The dynamic height is computed by dividing the NAVD 88 EA0927.geopotential number by the normal gravity value computed on the EA0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0927.degrees latitude (g = 980.6199 gals.). EA0927 EA0927.The modeled gravity was interpolated from observed gravity values. EA0927 EA0927; North East Units Scale Factor Converg. EA0927;SPC NC - 104,312.772 706,207.260 MT 0.99992106 +0 36 30.7 EA0927;SPC NC - 342,232.82 2,316,948.32 sFT 0.99992106 +0 36 30.7 EA0927;UTM 18 - 3,842,140.337 230,137.872 MT 1.00049771 -1 40 38.3 EA0927;UTM 17 - 3,842,437.390 779,822.274 MT 1.00056521 +1 44 21.4 EA0927 EA0927! - Elev Factor x Scale Factor = Combined Factor EA0927!SPC NC - 1.00000315 x 0.99992106 = 0.99992421 EA0927!UTM 18 - 1.00000315 x 1.00049771 = 1.00050087 EA0927!UTM 17 - 1.00000315 x 1.00056521 = 1.00056837 EA0927 EA0927|---------------------------------------------------------------------| EA0927| PID Reference Object Distance Geod. Az | EA0927| dddmmss.s | EA0927| EA0926 PAD 377.137 METERS 14059 | EA0927|---------------------------------------------------------------------| EA0927 EA0927 SUPERSEDED SURVEY CONTROL EA0927 EA0927 NAD 27 - 34 41 07.96003(N) 077 56 45.42619(W) AD( ) 2 EA0927 NGVD 29 (??/??/92) 16.476 (m) 54.05 (f) ADJ UNCH 2 2 EA0927 EA0927.Superseded values are not recommended for survey control. EA0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0927.See file dsdata.txt to determine how the superseded data were derived. EA0927 EA0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3013842140(NAD 83) EA0927_MARKER: DD = SURVEY DISK EA0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0927_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0927_STAMPING: HARRELL 1968 EA0927 EA0927 HISTORY - Date Condition Report By EA0927 HISTORY - 1968 MONUMENTED NCGS EA0927 HISTORY - 1973 GOOD NCGS EA0927 HISTORY - 1975 GOOD NCGS EA0927 EA0927 STATION DESCRIPTION EA0927 EA0927'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0927'HARRELL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA0927'IN THE VICINITY OF WALLACE, NORTH CAROLINA. EA0927' EA0927'HARRELL IS LOCATED APPROXIMATELY 4.3 MILES SOUTHEAST OF THE EA0927'CENTER OF WALLACE. TO REACH STATION PROCEED FROM THE EA0927'PENDER-DUPLIN COUNTY LINE, GO SOUTH ON U.S. 117 FOR 2.9 MILES EA0927'TO STATION. WHICH IS ON THE WEST SHOULDER OF U.S. 117, IN EA0927'LINE WITH THE NORTH HEDGE FOR A ONE STORY WHITE FRAME HOUSE, EA0927'0.55 MILES SOUTH OF INTERSECTION OF SR 1001 WITH U.S. 117, AND EA0927'0.7 MILE NORTH OF INTERSECTION OF SR 1358 WITH U.S. 117. EA0927' EA0927'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0927'HARRELL 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EA0927'OF WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EA0927' EA0927'MARK IS EA0927' EA0927'18.0 FT SW OF C/L OF U.S. 117 EA0927' EA0927'15.0 FT SE OF 4X4 POST WITH SLIPPERY WHEN WET SIGN ON W EA0927'SHOULDER OF U.S. 117, AND WITH ALUMINUM REF. TAG EA0927' EA0927'34.0 FT ENE OF PP 13 WITH TELEPHONE PEDESTAL ON W SIDE OF EA0927'U.S. 117, AND WITH ALUMINUM REF. TAG EA0927' EA0927'41.9 FT N OF NE CORNER OF BOTTOM CONCRETE SIDEWALK STEPS TO EA0927'HARRELLS RESIDENCE EA0927' EA0927'43.2 FT NW OF C/L OF INTERSECTION OF DRIVEWAY TO THE EAST EA0927'WITH U.S. 117 EA0927' EA0927'84.6 FT NNW OF C/L OF INTERSECTION OF DRIVEWAY TO THE WEST EA0927'WITH U.S. 117 EA0927 EA0927 STATION RECOVERY (1973) EA0927 EA0927'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EA0927'STATION RECOVERED AS DESCRIBED. REVISED DESCRIPTION SHOULD EA0927'READ - 17.5 FT SW OF C/L OF U.S. 117, 34.0 FT ENE OF PP 13 EA0927'W/TELEPHONE PEDESTAL AND ALUMINUM REF. TAG ON W SIDE OF EA0927'U.S. 117, 41.9 FT N OF NE CORNER OF BOTTOM CONCRETE SIDEWALK EA0927'STEPS TO HARREL RESIDENCE, 40.7 FT NW OF C/L OF INTERSECTION EA0927'OF DRIVEWAY TO E WITH U.S. 117, AND 86.0 FT NW OF C/L OF EA0927'INTERSECTION OF DRIVEWAY TO W WITH U.S. 117. EA0927 EA0927 STATION RECOVERY (1975) EA0927 EA0927'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0927'2.0 MI E FROM WILLARD. EA0927'HARRELL IS LOCATED APPROXIMATELY 9.4 MILES NORTH OF BURGAW. TO REACH EA0927'STATION FROM THE BRIDGE OVER ROCK FISH CREEK AT THE DUPLIN - PENDER EA0927'COUNTY LINE, PROCEED SOUTH ON US 117 FOR 2.9 MILES TO STATION IN THE EA0927'WEST SHOULDER OF HIGHWAY, IN LINE WITH THE NORTH HEDGE FOR A ONE STORY EA0927'WHITE FRAME HOUSE, AND 0.55 MILE SOUTH OF INTERSECTION WITH SR 1001. EA0927'18.0 FT. SW OF C/L OF US 117, 43.2 FT. NW OF C/L OF INTERSECTION OF EA0927'DRIVEWAY TO THE EAST WITH US 117, 84.6 FT. NNW OF C/L OF INTERSECTION EA0927'OF DRIVEWAY TO THE WEST WITH US 117, 41.9 FT. N OF NE CORNER OF BOTTOM EA0927'CONCRETE SIDEWALK STEPS TO HARRELLS RESIDENCE, 15.0 FT. SE OF SLIPPERY EA0927'WHEN WET SIGN POST WITH ALUMINUM REF. TAG, AND 34.0 FT. ENE OF PP NO. EA0927'13 WITH A TELEPHONE PEDESTAL AND WITH ALUMINUM REF. TAG. DISK IS SET EA0927'IN CONCRETE CYLINDER, 4 INCHES BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1025 *********************************************************************** EA1025 DESIGNATION - HAUNTED EA1025 PID - EA1025 EA1025 STATE/COUNTY- NC/PENDER EA1025 USGS QUAD - MAPLE HILL (1981) EA1025 EA1025 *CURRENT SURVEY CONTROL EA1025 ___________________________________________________________________ EA1025* NAD 83(1986)- 34 41 01.55151(N) 077 43 23.06999(W) ADJUSTED EA1025* NAVD 88 - 10.513 (meters) 34.49 (feet) ADJUSTED EA1025 ___________________________________________________________________ EA1025 LAPLACE CORR- -3.11 (seconds) DEFLEC99 EA1025 GEOID HEIGHT- -36.79 (meters) GEOID03 EA1025 DYNAMIC HT - 10.503 (meters) 34.46 (feet) COMP EA1025 MODELED GRAV- 979,673.6 (mgal) NAVD 88 EA1025 EA1025 HORZ ORDER - SECOND EA1025 VERT ORDER - SECOND CLASS II EA1025 EA1025.The North Carolina HARNS have been completed but, EA1025.due to contractual restrictions, coordinates for these stations EA1025.will NOT be published in the near future. In the interim, the EA1025.published coordinates in North Carolina will not be EA1025.consistent with the Continuously Operating Reference Stations EA1025.(CORS). The HARN coordinates for these stations are available EA1025.upon request. Contact Gary Thompson(919-733-3836). EA1025. EA1025.In addition, the published North Carolina positions EA1025.(NAD 83 (1986)) are NOT consistent with those determined in EA1025.adjacent state readjustments. The discontinuity between stations EA1025.located in North Carolina and those in adjacent states EA1025.which have been adjusted to the HARN may be as much as 5 EA1025.decimeters. This will result in a significant loss of accuracy EA1025.over lines crossing such state borders. EA1025 EA1025 EA1025.The horizontal coordinates were established by classical geodetic methods EA1025.and adjusted by the National Geodetic Survey in July 1986. EA1025 EA1025.The orthometric height was determined by differential leveling EA1025.and adjusted by the National Geodetic Survey in June 1991. EA1025 EA1025.The Laplace correction was computed from DEFLEC99 derived deflections. EA1025 EA1025.The geoid height was determined by GEOID03. EA1025 EA1025.The dynamic height is computed by dividing the NAVD 88 EA1025.geopotential number by the normal gravity value computed on the EA1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1025.degrees latitude (g = 980.6199 gals.). EA1025 EA1025.The modeled gravity was interpolated from observed gravity values. EA1025 EA1025; North East Units Scale Factor Converg. EA1025;SPC NC - 104,336.234 726,603.632 MT 0.99992139 +0 44 13.2 EA1025;SPC NC - 342,309.79 2,383,865.42 sFT 0.99992139 +0 44 13.2 EA1025;UTM 18 - 3,841,349.600 250,529.342 MT 1.00036715 -1 33 01.3 EA1025 EA1025! - Elev Factor x Scale Factor = Combined Factor EA1025!SPC NC - 1.00000412 x 0.99992139 = 0.99992551 EA1025!UTM 18 - 1.00000412 x 1.00036715 = 1.00037128 EA1025 EA1025: Primary Azimuth Mark Grid Az EA1025:SPC NC - CORBETT 327 58 10.1 EA1025:UTM 18 - CORBETT 330 15 24.6 EA1025 EA1025|---------------------------------------------------------------------| EA1025| PID Reference Object Distance Geod. Az | EA1025| dddmmss.s | EA1025| EA1007 DRIVEWAY APPROX. 0.5 KM 1593602.2 | EA1025| EA1000 CORBETT APPROX. 0.5 KM 3284223.3 | EA1025|---------------------------------------------------------------------| EA1025 EA1025 SUPERSEDED SURVEY CONTROL EA1025 EA1025 NAD 27 - 34 41 00.94516(N) 077 43 24.14875(W) AD( ) 2 EA1025 NGVD 29 (??/??/92) 10.816 (m) 35.49 (f) ADJ UNCH 2 2 EA1025 EA1025.Superseded values are not recommended for survey control. EA1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1025.See file dsdata.txt to determine how the superseded data were derived. EA1025 EA1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5052941350(NAD 83) EA1025_MARKER: DD = SURVEY DISK EA1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1025_STAMPING: HAUNTED 1974 EA1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1025+STABILITY: SURFACE MOTION EA1025 EA1025 HISTORY - Date Condition Report By EA1025 HISTORY - 1974 MONUMENTED NCGS EA1025 HISTORY - 1975 GOOD NCGS EA1025 EA1025 STATION DESCRIPTION EA1025 EA1025'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA1025'HAUNTED IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA1025'THE VICINITY OF BURGAW, NORTH CAROLINA. EA1025' EA1025'HAUNTED IS LOCATED APPROXIMATELY 14.8 MILES NE OF BURGAW, AND EA1025'2.2 MILES NW OF MAPLE HILL. TO REACH STATION FROM INTERSECTION OF EA1025'NC 50 WITH NC 53 NW OF MAPLE HILL, PROCEED NE ALONG NC 50 FOR 1.05 EA1025'MILE TO STATION ON RIGHT IN NE SHOULDER NEAR AN ABANDONED BARN AND EA1025'FARM HOUSE, AND 2.05 MILE SOUTHEAST FROM INTERSECTION WITH SR EA1025'1525. EA1025' EA1025'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1025'HAUNTED 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA1025'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND. EA1025' EA1025'MARK IS 12.6 FT NE OF C/L OF NC 50 EA1025' EA1025'74.0 FT SE OF PROJECTED C/L OF DRIVE ON OPPOSITE SIDE OF HIGHWAY EA1025' EA1025'18.0 FT NW OF 8 IN GUM TREE WITH ALUMINUM REF. TAG EA1025' EA1025'70.0 FT N OF TP PEDESTAL EA1025' EA1025'93.8 FT N OF PP 20402 WITH ALUMINUM REF. TAG EA1025' EA1025'23.7 FT S OF FENCE POST WITH ALUMINUM REF. TAG EA1025 EA1025 STATION RECOVERY (1975) EA1025 EA1025'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA1025'2.2 MI NW FROM MAPLE HILL. EA1025'TO REACH STATION FROM INTERSECTION OF NC 50 WITH NC 53 NW OF MAPLE EA1025'HILL, PROCEED NE ALONG NC 50 FOR 1.05 MILE TO STATION ON RIGHT IN NE EA1025'SHOULDER NEAR AN ABANDONED BARN AND FARM HOUSE, AND 2.05 MILE EA1025'SOUTHEAST FROM INTERSECTION WITH SR 1525. 12.6 FT. NE OF C/L OF NC EA1025'50, 74.0 FT. SE OF PROJECTED C/L OF DRIVE ON OPPOSITE SIDE OF HIGHWAY, EA1025'18.0 FT. NW OF 8 IN. GUM WITH ALUMINUM REF. TAG, 70.0 FT. NORTH OF TP EA1025'PEDESTAL, 93.8 FT. NORTH OF PP NO. 20402 WITH ALUMINUM REF. TAG, AND EA1025'23.7 FT. SOUTH OF FENCE POST WITH ALUMINUM REF. TAG. DISK IS SET IN EA1025'TOP OF CONCRETE CYLINDER, 6 INCHES BELOW THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1982 *********************************************************************** EB1982 DESIGNATION - HEDGE EB1982 PID - EB1982 EB1982 STATE/COUNTY- NC/PENDER EB1982 USGS QUAD - COSTIN (1984) EB1982 EB1982 *CURRENT SURVEY CONTROL EB1982 ___________________________________________________________________ EB1982* NAD 83(1986)- 34 32 25.33889(N) 078 03 21.50096(W) ADJUSTED EB1982* NAVD 88 - 16.9 (meters) 55. (feet) VERTCON EB1982 ___________________________________________________________________ EB1982 LAPLACE CORR- -3.24 (seconds) DEFLEC99 EB1982 GEOID HEIGHT- -36.08 (meters) GEOID03 EB1982 EB1982 HORZ ORDER - SECOND EB1982 EB1982.The North Carolina HARNS have been completed but, EB1982.due to contractual restrictions, coordinates for these stations EB1982.will NOT be published in the near future. In the interim, the EB1982.published coordinates in North Carolina will not be EB1982.consistent with the Continuously Operating Reference Stations EB1982.(CORS). The HARN coordinates for these stations are available EB1982.upon request. Contact Gary Thompson(919-733-3836). EB1982. EB1982.In addition, the published North Carolina positions EB1982.(NAD 83 (1986)) are NOT consistent with those determined in EB1982.adjacent state readjustments. The discontinuity between stations EB1982.located in North Carolina and those in adjacent states EB1982.which have been adjusted to the HARN may be as much as 5 EB1982.decimeters. This will result in a significant loss of accuracy EB1982.over lines crossing such state borders. EB1982 EB1982 EB1982.The horizontal coordinates were established by classical geodetic methods EB1982.and adjusted by the National Geodetic Survey in July 1986. EB1982 EB1982.The NAVD 88 height was computed by applying the VERTCON shift value to EB1982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB1982 EB1982.The Laplace correction was computed from DEFLEC99 derived deflections. EB1982 EB1982.The geoid height was determined by GEOID03. EB1982 EB1982; North East Units Scale Factor Converg. EB1982;SPC NC - 88,089.754 696,253.155 MT 0.99994909 +0 32 41.5 EB1982;SPC NC - 289,007.80 2,284,290.56 sFT 0.99994909 +0 32 41.5 EB1982;UTM 17 - 3,826,011.742 770,183.712 MT 1.00049988 +1 40 12.8 EB1982;UTM 18 - 3,826,317.121 219,539.266 MT 1.00056965 -1 44 01.8 EB1982 EB1982! - Elev Factor x Scale Factor = Combined Factor EB1982!SPC NC - 1.00000300 x 0.99994909 = 0.99995209 EB1982!UTM 17 - 1.00000300 x 1.00049988 = 1.00050288 EB1982!UTM 18 - 1.00000300 x 1.00056965 = 1.00057266 EB1982 EB1982: Primary Azimuth Mark Grid Az EB1982:SPC NC - HICKORY 064 38 03.7 EB1982:UTM 17 - HICKORY 063 30 32.4 EB1982:UTM 18 - HICKORY 066 54 47.0 EB1982 EB1982|---------------------------------------------------------------------| EB1982| PID Reference Object Distance Geod. Az | EB1982| dddmmss.s | EB1982| EB1983 HICKORY 493.565 METERS 0651045.2 | EB1982|---------------------------------------------------------------------| EB1982 EB1982 SUPERSEDED SURVEY CONTROL EB1982 EB1982 NAD 27 - 34 32 24.73730(N) 078 03 22.52388(W) AD( ) 2 EB1982 NGVD 29 (07/19/86) 17.2 (m) 56. (f) VERT ANG EB1982 EB1982.Superseded values are not recommended for survey control. EB1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1982.See file dsdata.txt to determine how the superseded data were derived. EB1982 EB1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU7018426012(NAD 83) EB1982_MARKER: DE = TRAVERSE STATION DISK EB1982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1982_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB1982_STAMPING: HEDGS 1973 EB1982_MARK LOGO: NCGS EB1982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1982+STABILITY: SURFACE MOTION EB1982 EB1982 HISTORY - Date Condition Report By EB1982 HISTORY - 1973 MONUMENTED NCGS EB1982 EB1982 STATION DESCRIPTION EB1982 EB1982'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB1982'HEDGE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB1982'VICINITY OF ATKINSON, NORTH CAROLINA. EB1982' EB1982'HEDGE IS LOCATED APPROXIMATELY 06.5 MILES EAST OF ATKINSON, AND 07.6 EB1982'MILES WEST OF BURGAW. TO REACH THE STATION FROM THE INTERSECTION EB1982'NC 53 WITH US 421 AT WARDS CORNER. PROCEED EAST ALONG NC 53 FOR EB1982'0.95 MILES TO STATION ON THE LEFT NEAR A PP, 1.55 MILES WEST OF EB1982'INTERSECTION WITH SR 1338. APPROXIMATELY 60 FEET WEST OF SW EB1982'CORNER OF FIELD. EB1982' EB1982'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED HEDGE EB1982'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB1982'FLUSH WITH THE SURFACE OF THE GROUND. EB1982' EB1982'MARK IS EB1982' EB1982'29.2 FEET NNW OF C/L OF NC 53. EB1982'6.4 FEET E OF PP NO. 15202 W/ALUMINUM REF. TAG. EB1982'25.1 FEET SE OF 6 INCH PINE W/ALUMINUM REF. TAG. EB1982'45.4 FEET SW OF 10 INCH PINE W/ALUMINUM REF. TAG. EB1982'67.7 FEET N OF 5 INCH PINE ON SOUTH SIDE OF NC 53. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0904 *********************************************************************** EA0904 DESIGNATION - HELENA EA0904 PID - EA0904 EA0904 STATE/COUNTY- NC/PENDER EA0904 USGS QUAD - BURGAW (1988) EA0904 EA0904 *CURRENT SURVEY CONTROL EA0904 ___________________________________________________________________ EA0904* NAD 83(1986)- 34 31 07.39416(N) 077 54 17.16966(W) ADJUSTED EA0904* NAVD 88 - 15.263 (meters) 50.08 (feet) ADJUSTED EA0904 ___________________________________________________________________ EA0904 LAPLACE CORR- -4.12 (seconds) DEFLEC99 EA0904 GEOID HEIGHT- -36.46 (meters) GEOID03 EA0904 DYNAMIC HT - 15.248 (meters) 50.03 (feet) COMP EA0904 MODELED GRAV- 979,677.4 (mgal) NAVD 88 EA0904 EA0904 HORZ ORDER - SECOND EA0904 VERT ORDER - SECOND CLASS II EA0904 EA0904.The North Carolina HARNS have been completed but, EA0904.due to contractual restrictions, coordinates for these stations EA0904.will NOT be published in the near future. In the interim, the EA0904.published coordinates in North Carolina will not be EA0904.consistent with the Continuously Operating Reference Stations EA0904.(CORS). The HARN coordinates for these stations are available EA0904.upon request. Contact Gary Thompson(919-733-3836). EA0904. EA0904.In addition, the published North Carolina positions EA0904.(NAD 83 (1986)) are NOT consistent with those determined in EA0904.adjacent state readjustments. The discontinuity between stations EA0904.located in North Carolina and those in adjacent states EA0904.which have been adjusted to the HARN may be as much as 5 EA0904.decimeters. This will result in a significant loss of accuracy EA0904.over lines crossing such state borders. EA0904 EA0904 EA0904.The horizontal coordinates were established by classical geodetic methods EA0904.and adjusted by the National Geodetic Survey in July 1986. EA0904 EA0904.The orthometric height was determined by differential leveling EA0904.and adjusted by the National Geodetic Survey in June 1991. EA0904 EA0904.The Laplace correction was computed from DEFLEC99 derived deflections. EA0904 EA0904.The geoid height was determined by GEOID03. EA0904 EA0904.The dynamic height is computed by dividing the NAVD 88 EA0904.geopotential number by the normal gravity value computed on the EA0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0904.degrees latitude (g = 980.6199 gals.). EA0904 EA0904.The modeled gravity was interpolated from observed gravity values. EA0904 EA0904; North East Units Scale Factor Converg. EA0904;SPC NC - 85,830.747 710,158.008 MT 0.99995381 +0 37 55.7 EA0904;SPC NC - 281,596.38 2,329,910.06 sFT 0.99995381 +0 37 55.7 EA0904;UTM 18 - 3,823,505.380 233,351.179 MT 1.00047649 -1 38 49.3 EA0904 EA0904! - Elev Factor x Scale Factor = Combined Factor EA0904!SPC NC - 1.00000333 x 0.99995381 = 0.99995714 EA0904!UTM 18 - 1.00000333 x 1.00047649 = 1.00047982 EA0904 EA0904: Primary Azimuth Mark Grid Az EA0904:SPC NC - PURE 174 45 09.3 EA0904:UTM 18 - PURE 177 01 54.3 EA0904 EA0904|---------------------------------------------------------------------| EA0904| PID Reference Object Distance Geod. Az | EA0904| dddmmss.s | EA0904| EA0903 PURE APPROX. 1.4 KM 1752305.0 | EA0904|---------------------------------------------------------------------| EA0904 EA0904 SUPERSEDED SURVEY CONTROL EA0904 EA0904 NAD 27 - 34 31 06.79665(N) 077 54 18.20904(W) AD( ) 2 EA0904 NGVD 29 (??/??/92) 15.554 (m) 51.03 (f) ADJ UNCH 2 2 EA0904 EA0904.Superseded values are not recommended for survey control. EA0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0904.See file dsdata.txt to determine how the superseded data were derived. EA0904 EA0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3335123505(NAD 83) EA0904_MARKER: DD = SURVEY DISK EA0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0904_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0904_STAMPING: HELENA 1968 EA0904 EA0904 HISTORY - Date Condition Report By EA0904 HISTORY - 1968 MONUMENTED NCGS EA0904 HISTORY - 1975 GOOD NCGS EA0904 EA0904 STATION DESCRIPTION EA0904 EA0904'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0904'HELENA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA0904'IN THE VICINITY OF BURGAW, NORTH CAROLINA. EA0904' EA0904'HELENA IS LOCATED APPROXIMATELY 2.6 MILES SE OF THE CENTER OF EA0904'BURGAW. TO REACH STATION PROCEED FROM THE INTERSECTION OF EA0904'U.S. 117 BUSINESS AND BYPASS ON SE SIDE OF BURGAW, GO SOUTH EA0904'ON U.S. 117 FOR 1.6 MILES TO INTERSECTION OF SR 1414, AND EA0904'STATION. WHICH IS IN THE SOUTHWEST QUADRANT OF INTERSECTION. EA0904' EA0904'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0904'HELENA 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA0904'WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EA0904' EA0904'MARK IS EA0904' EA0904'34.9 FT W OF C/L OF U.S. 117 EA0904' EA0904'47.0 FT SW OF C/L OF INTERSECTION OF SR 1414 AND U.S. 117 EA0904' EA0904'30.6 FT S OF C/L OF SR 1414 EA0904' EA0904'77.3 FT SE OF UTILITY POLE ON N SIDE OF SR 1414, AND WITH EA0904'ALUMINUM REF. TAG EA0904' EA0904'102.0 FT E OF PP 638 ON S SIDE OF SR 1414, AND WITH EA0904'ALUMINUM REF. TAG EA0904' EA0904'18.3 FT SE OF 4X4 POST WITH STOP SIGN ON S SIDE OF SR 1414, EA0904'AND WITH ALUMINUM REF. TAG EA0904' EA0904'9.5 FT SW OF CENTER OF STORM DRAIN IN SW QUADRANT OF INTERSECTION EA0904 EA0904 STATION RECOVERY (1975) EA0904 EA0904'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0904'2.6 MI SSE FROM BURGAW. EA0904'TO REACH STATION FROM THE INTERSECTION OF US 117 BUSINESS AND BYPASS EA0904'ON SOUTHEAST SIDE OF BURGAW, PROCEED SOUTH ON US 117 FOR 1.6 MILES TO EA0904'INTERSECTION OF SR 1414 AND STATION, WHICH IS IN THE SOUTHWEST EA0904'QUADRANT OF INTERSECTION. 34.3 FT. W OF C/L OF US 117, 47.0 FT. SW OF EA0904'C/L OF INTERSECTION OF SR 1414 AND US 117, 31.5 FT. S OF C/L OF SR EA0904'1414, 77.3 FT. SE OF UTILITY POLE ON N SIDE OF SR 1414 WITH ALUMINUM EA0904'REF. TAG, 102.0 FT. E OF PP NO. 638 WITH ALUMINUM REF. TAG ON S SIDE EA0904'OF SR 1414, 17.2 FT. SE OF 4X4 POST WITH STOP SIGN AND ALUMINUM REF. EA0904'TAG ON S SIDE OF SR 1414, 8.9 FT. SW OF CENTER OF STORM DRAIN IN EA0904'SOUTHWEST QUADRANT OF INTERSECTION AND 78.4 FT. S OF X-BOX/P-1 ON N EA0904'SIDE OF SR 1414. DISK IS SET IN CONCRETE CYLINDER, 4 INCHES BELOW THE EA0904'GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2961 *********************************************************************** EA2961 DESIGNATION - HERRING EA2961 PID - EA2961 EA2961 STATE/COUNTY- NC/PENDER EA2961 USGS QUAD - BURGAW (1988) EA2961 EA2961 *CURRENT SURVEY CONTROL EA2961 ___________________________________________________________________ EA2961* NAD 83(1986)- 34 32 24.84819(N) 077 59 32.32961(W) ADJUSTED EA2961* NAVD 88 - 15.3 (meters) 50. (feet) VERTCON EA2961 ___________________________________________________________________ EA2961 LAPLACE CORR- -3.81 (seconds) DEFLEC99 EA2961 GEOID HEIGHT- -36.22 (meters) GEOID03 EA2961 EA2961 HORZ ORDER - SECOND EA2961 EA2961.The North Carolina HARNS have been completed but, EA2961.due to contractual restrictions, coordinates for these stations EA2961.will NOT be published in the near future. In the interim, the EA2961.published coordinates in North Carolina will not be EA2961.consistent with the Continuously Operating Reference Stations EA2961.(CORS). The HARN coordinates for these stations are available EA2961.upon request. Contact Gary Thompson(919-733-3836). EA2961. EA2961.In addition, the published North Carolina positions EA2961.(NAD 83 (1986)) are NOT consistent with those determined in EA2961.adjacent state readjustments. The discontinuity between stations EA2961.located in North Carolina and those in adjacent states EA2961.which have been adjusted to the HARN may be as much as 5 EA2961.decimeters. This will result in a significant loss of accuracy EA2961.over lines crossing such state borders. EA2961 EA2961 EA2961.The horizontal coordinates were established by classical geodetic methods EA2961.and adjusted by the National Geodetic Survey in July 1986. EA2961 EA2961.The NAVD 88 height was computed by applying the VERTCON shift value to EA2961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2961 EA2961.The Laplace correction was computed from DEFLEC99 derived deflections. EA2961 EA2961.The geoid height was determined by GEOID03. EA2961 EA2961; North East Units Scale Factor Converg. EA2961;SPC NC - 88,132.076 702,096.323 MT 0.99994912 +0 34 53.8 EA2961;SPC NC - 289,146.65 2,303,461.02 sFT 0.99994912 +0 34 53.8 EA2961;UTM 18 - 3,826,126.941 225,383.003 MT 1.00052966 -1 41 51.6 EA2961;UTM 17 - 3,826,168.876 776,028.254 MT 1.00053924 +1 42 23.0 EA2961 EA2961! - Elev Factor x Scale Factor = Combined Factor EA2961!SPC NC - 1.00000329 x 0.99994912 = 0.99995241 EA2961!UTM 18 - 1.00000329 x 1.00052966 = 1.00053295 EA2961!UTM 17 - 1.00000329 x 1.00053924 = 1.00054253 EA2961 EA2961: Primary Azimuth Mark Grid Az EA2961:SPC NC - MORRIS 278 43 09.6 EA2961:UTM 18 - MORRIS 280 59 55.0 EA2961:UTM 17 - MORRIS 277 35 40.4 EA2961 EA2961|---------------------------------------------------------------------| EA2961| PID Reference Object Distance Geod. Az | EA2961| dddmmss.s | EA2961| EA2962 MORRIS 481.126 METERS 2791803.4 | EA2961|---------------------------------------------------------------------| EA2961 EA2961 SUPERSEDED SURVEY CONTROL EA2961 EA2961 NAD 27 - 34 32 24.25137(N) 077 59 33.35899(W) AD( ) 2 EA2961 NGVD 29 (07/19/86) 15.5 (m) 51. (f) VERT ANG EA2961 EA2961.Superseded values are not recommended for survey control. EA2961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2961.See file dsdata.txt to determine how the superseded data were derived. EA2961 EA2961_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD2538326127(NAD 83) EA2961_MARKER: DE = TRAVERSE STATION DISK EA2961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2961_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2961_STAMPING: HERRING 1973 EA2961_MARK LOGO: NCGS EA2961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2961+STABILITY: SURFACE MOTION EA2961 EA2961 HISTORY - Date Condition Report By EA2961 HISTORY - 1973 MONUMENTED NCGS EA2961 EA2961 STATION DESCRIPTION EA2961 EA2961'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EA2961'HERRING IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EA2961'VICINITY OF BURGAW, NORTH CAROLINA. EA2961' EA2961'HERRING IS LOCATED APPROXIMATELY 04.0 MILES WEST OF BURGAW, AND 10.1 EA2961'MILES EAST OF ATKINSON. TO REACH THE STATION FROM THE INTERSECTION EA2961'OF NC 53 (WILMINGTON STREET) WITH SEABOARD COASTLINE R/R IN BURGAW, EA2961'PROCEED WEST ALONG NC 53 FOR 3.75 MILES TO T INTERSECTION WITH SR EA2961'1340, AND STATION IN NW QUADRANT. EA2961' EA2961'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED HERRING EA2961'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EA2961'FLUSH WITH THE SURFACE OF THE GROUND. EA2961' EA2961'MARK IS EA2961'25.3 FEET NNE OF C/L OF NC 53. EA2961'168.3 FEET WNW OF C/L OF SR 1340. EA2961'58.5 FEET WSW OF THE SW CORNER OF 2 STORY FRAME BUILDING. EA2961'5.8 FEET SSW OF A PP NO. 15470 W/ALUMINUM REF. TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1983 *********************************************************************** EB1983 DESIGNATION - HICKORY EB1983 PID - EB1983 EB1983 STATE/COUNTY- NC/PENDER EB1983 USGS QUAD - COSTIN (1984) EB1983 EB1983 *CURRENT SURVEY CONTROL EB1983 ___________________________________________________________________ EB1983* NAD 83(1986)- 34 32 32.06230(N) 078 03 03.93220(W) ADJUSTED EB1983* NAVD 88 - 13.6 (meters) 45. (feet) VERTCON EB1983 ___________________________________________________________________ EB1983 LAPLACE CORR- -3.26 (seconds) DEFLEC99 EB1983 GEOID HEIGHT- -36.09 (meters) GEOID03 EB1983 EB1983 HORZ ORDER - SECOND EB1983 EB1983.The North Carolina HARNS have been completed but, EB1983.due to contractual restrictions, coordinates for these stations EB1983.will NOT be published in the near future. In the interim, the EB1983.published coordinates in North Carolina will not be EB1983.consistent with the Continuously Operating Reference Stations EB1983.(CORS). The HARN coordinates for these stations are available EB1983.upon request. Contact Gary Thompson(919-733-3836). EB1983. EB1983.In addition, the published North Carolina positions EB1983.(NAD 83 (1986)) are NOT consistent with those determined in EB1983.adjacent state readjustments. The discontinuity between stations EB1983.located in North Carolina and those in adjacent states EB1983.which have been adjusted to the HARN may be as much as 5 EB1983.decimeters. This will result in a significant loss of accuracy EB1983.over lines crossing such state borders. EB1983 EB1983 EB1983.The horizontal coordinates were established by classical geodetic methods EB1983.and adjusted by the National Geodetic Survey in July 1986. EB1983 EB1983.The NAVD 88 height was computed by applying the VERTCON shift value to EB1983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB1983 EB1983.The Laplace correction was computed from DEFLEC99 derived deflections. EB1983 EB1983.The geoid height was determined by GEOID03. EB1983 EB1983; North East Units Scale Factor Converg. EB1983;SPC NC - 88,301.184 696,699.114 MT 0.99994869 +0 32 51.7 EB1983;SPC NC - 289,701.47 2,285,753.68 sFT 0.99994869 +0 32 51.7 EB1983;UTM 17 - 3,826,232.011 770,625.676 MT 1.00050282 +1 40 23.1 EB1983;UTM 18 - 3,826,510.772 219,993.560 MT 1.00056651 -1 43 52.1 EB1983 EB1983! - Elev Factor x Scale Factor = Combined Factor EB1983!SPC NC - 1.00000352 x 0.99994869 = 0.99995221 EB1983!UTM 17 - 1.00000352 x 1.00050282 = 1.00050634 EB1983!UTM 18 - 1.00000352 x 1.00056651 = 1.00057003 EB1983 EB1983: Primary Azimuth Mark Grid Az EB1983:SPC NC - HEDGE 244 38 03.5 EB1983:UTM 17 - HEDGE 243 30 32.1 EB1983:UTM 18 - HEDGE 246 54 47.3 EB1983 EB1983|---------------------------------------------------------------------| EB1983| PID Reference Object Distance Geod. Az | EB1983| dddmmss.s | EB1983| EB1982 HEDGE 493.565 METERS 2451055.2 | EB1983|---------------------------------------------------------------------| EB1983 EB1983 SUPERSEDED SURVEY CONTROL EB1983 EB1983 NAD 27 - 34 32 31.46135(N) 078 03 04.95583(W) AD( ) 2 EB1983 NGVD 29 (07/19/86) 13.9 (m) 46. (f) VERT ANG EB1983 EB1983.Superseded values are not recommended for survey control. EB1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1983.See file dsdata.txt to determine how the superseded data were derived. EB1983 EB1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU7062626232(NAD 83) EB1983_MARKER: DE = TRAVERSE STATION DISK EB1983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1983_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB1983_STAMPING: HICKORY 1973 EB1983_MARK LOGO: NCGS EB1983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1983+STABILITY: SURFACE MOTION EB1983 EB1983 HISTORY - Date Condition Report By EB1983 HISTORY - 1973 MONUMENTED NCGS EB1983 EB1983 STATION DESCRIPTION EB1983 EB1983'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB1983'HICKORY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB1983'THE VICINITY OF ATKINSON, NORTH CAROLINA. EB1983' EB1983'HICKORY IS LOCATED APPROXIMATELY 06.8 MILES EAST OF ATKINSON, AND EB1983'07.3 MILES WEST OF BURGAW. TO REACH THE STATION FROM THE EB1983'INTERSECTION OF NC 53 WITH US 421 AT WARDS CORNER. PROCEED EAST EB1983'ALONG NC 53 FOR 1.25 MILES TO D. G. SMITHS DRIVE (NORTH) AND EB1983'STATION IN NW QUADRANT OF INTERSECTION. 1.25 MILES WEST OF EB1983'INTERSECTION WITH SR 1338. EB1983' EB1983'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED HICKORY EB1983'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB1983'PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND. EB1983' EB1983'MARK IS EB1983' EB1983'39.0 FEET NNW OF C/L OF NC 53. EB1983'9.4 FEET W OF C/L OF DIRT DRIVE. EB1983'5.2 FEET SE OF 5 INCH CEDAR ON WEST SIDE OF DRIVEWAY W/ALUMINUM EB1983'REF. TAG. EB1983'13.0 FEET N OF 20 INCH HICKORY W/ALUMINUM REF. TAG. EB1983'89.6 FEET ENE OF NE CORNER OF HEADWALL ON NORTH SIDE OF NC 53. EB1983'31.3 FEET SW OF TELEPHONE SERVICE BOX. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2000 *********************************************************************** EB2000 DESIGNATION - HIGH EB2000 PID - EB2000 EB2000 STATE/COUNTY- NC/PENDER EB2000 USGS QUAD - HARRELLS (1984) EB2000 EB2000 *CURRENT SURVEY CONTROL EB2000 ___________________________________________________________________ EB2000* NAD 83(1986)- 34 40 10.42492(N) 078 08 48.84426(W) ADJUSTED EB2000* NAVD 88 - 24.9 (meters) 82. (feet) VERTCON EB2000 ___________________________________________________________________ EB2000 LAPLACE CORR- -4.38 (seconds) DEFLEC99 EB2000 GEOID HEIGHT- -35.77 (meters) GEOID03 EB2000 EB2000 HORZ ORDER - SECOND EB2000 EB2000.The North Carolina HARNS have been completed but, EB2000.due to contractual restrictions, coordinates for these stations EB2000.will NOT be published in the near future. In the interim, the EB2000.published coordinates in North Carolina will not be EB2000.consistent with the Continuously Operating Reference Stations EB2000.(CORS). The HARN coordinates for these stations are available EB2000.upon request. Contact Gary Thompson(919-733-3836). EB2000. EB2000.In addition, the published North Carolina positions EB2000.(NAD 83 (1986)) are NOT consistent with those determined in EB2000.adjacent state readjustments. The discontinuity between stations EB2000.located in North Carolina and those in adjacent states EB2000.which have been adjusted to the HARN may be as much as 5 EB2000.decimeters. This will result in a significant loss of accuracy EB2000.over lines crossing such state borders. EB2000 EB2000 EB2000.The horizontal coordinates were established by classical geodetic methods EB2000.and adjusted by the National Geodetic Survey in July 1986. EB2000 EB2000.The NAVD 88 height was computed by applying the VERTCON shift value to EB2000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2000 EB2000.The Laplace correction was computed from DEFLEC99 derived deflections. EB2000 EB2000.The geoid height was determined by GEOID03. EB2000 EB2000; North East Units Scale Factor Converg. EB2000;SPC NC - 102,344.304 687,783.909 MT 0.99992386 +0 29 32.6 EB2000;SPC NC - 335,774.60 2,256,504.37 sFT 0.99992386 +0 29 32.6 EB2000;UTM 17 - 3,840,104.267 761,430.696 MT 1.00044248 +1 37 26.0 EB2000 EB2000! - Elev Factor x Scale Factor = Combined Factor EB2000!SPC NC - 1.00000170 x 0.99992386 = 0.99992556 EB2000!UTM 17 - 1.00000170 x 1.00044248 = 1.00044418 EB2000 EB2000: Primary Azimuth Mark Grid Az EB2000:SPC NC - PEP 147 55 41.4 EB2000:UTM 17 - PEP 146 47 48.0 EB2000 EB2000|---------------------------------------------------------------------| EB2000| PID Reference Object Distance Geod. Az | EB2000| dddmmss.s | EB2000| EB2001 PEP APPROX. 1.0 KM 1482514.0 | EB2000|---------------------------------------------------------------------| EB2000 EB2000 SUPERSEDED SURVEY CONTROL EB2000 EB2000 NAD 27 - 34 40 09.81182(N) 078 08 49.87173(W) AD( ) 2 EB2000 NGVD 29 (07/19/86) 25.2 (m) 83. (f) VERT ANG EB2000 EB2000.Superseded values are not recommended for survey control. EB2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2000.See file dsdata.txt to determine how the superseded data were derived. EB2000 EB2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6143140104(NAD 83) EB2000_MARKER: DE = TRAVERSE STATION DISK EB2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2000_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2000_STAMPING: HIGH 1973 EB2000_MARK LOGO: NCGS EB2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2000+STABILITY: SURFACE MOTION EB2000 EB2000 HISTORY - Date Condition Report By EB2000 HISTORY - 1973 MONUMENTED NCGS EB2000 EB2000 STATION DESCRIPTION EB2000 EB2000'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB2000'HIGH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2000'VICINITY OF HARRELLS, NORTH CAROLINA. EB2000' EB2000'HIGH IS LOCATED APPROXIMATELY 5.1 MILES SE OF HARRELLS, AND 5.5 MILES EB2000'WEST OF PENDERLEA. TO REACH STATION FROM INTERSECTION OF US 421 EB2000'WITH THE PENDER-SAMPSON COUNTY LINE WNW OF PENDERLEA, PROCEED SE EB2000'ALONG US 421 FOR 0.85 MILES TO STATION ON LEFT SHOULDER AND 0.55 EB2000'MILES NW OF INTERSECTION WITH ST 1211, IN A BANKED CURVE. EB2000' EB2000'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED HIGH EB2000'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 6 EB2000'BELOW THE GROUND. EB2000' EB2000'MARK IS EB2000' EB2000'21.0 FEET NE OF C/L OF US 421. EB2000'28.2 FEET NNW OF C/L OF DRIVE TO GREEN SHINGLE HOME. EB2000'102.7 FEET S OF PP NO. 11524. EB2000'22.2 FEET WNW OF THE NORTH END OF 20 INCH CULVERT UNDER DRIVE. EB2000'51.7 FEET SSW OF R/W MARKER. EB2000'47.5 FEET WSW OF 24 INCH PINE IN YARD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0711 *********************************************************************** EA0711 DESIGNATION - HIGH RESET EA0711 PID - EA0711 EA0711 STATE/COUNTY- NC/PENDER EA0711 USGS QUAD - HOLLY RIDGE (1997) EA0711 EA0711 *CURRENT SURVEY CONTROL EA0711 ___________________________________________________________________ EA0711* NAD 83(1986)- 34 26 18.53100(N) 077 31 20.31124(W) ADJUSTED EA0711* NAVD 88 - 5.026 (meters) 16.49 (feet) ADJUSTED EA0711 ___________________________________________________________________ EA0711 LAPLACE CORR- -1.47 (seconds) DEFLEC99 EA0711 GEOID HEIGHT- -37.41 (meters) GEOID03 EA0711 DYNAMIC HT - 5.021 (meters) 16.47 (feet) COMP EA0711 MODELED GRAV- 979,654.8 (mgal) NAVD 88 EA0711 EA0711 HORZ ORDER - SECOND EA0711 VERT ORDER - SECOND CLASS 0 EA0711 EA0711.The North Carolina HARNS have been completed but, EA0711.due to contractual restrictions, coordinates for these stations EA0711.will NOT be published in the near future. In the interim, the EA0711.published coordinates in North Carolina will not be EA0711.consistent with the Continuously Operating Reference Stations EA0711.(CORS). The HARN coordinates for these stations are available EA0711.upon request. Contact Gary Thompson(919-733-3836). EA0711. EA0711.In addition, the published North Carolina positions EA0711.(NAD 83 (1986)) are NOT consistent with those determined in EA0711.adjacent state readjustments. The discontinuity between stations EA0711.located in North Carolina and those in adjacent states EA0711.which have been adjusted to the HARN may be as much as 5 EA0711.decimeters. This will result in a significant loss of accuracy EA0711.over lines crossing such state borders. EA0711 EA0711 EA0711.The horizontal coordinates were established by classical geodetic methods EA0711.and adjusted by the National Geodetic Survey in July 1986. EA0711 EA0711.The orthometric height was determined by differential leveling EA0711.and adjusted by the National Geodetic Survey in June 1991. EA0711 EA0711.The Laplace correction was computed from DEFLEC99 derived deflections. EA0711 EA0711.The geoid height was determined by GEOID03. EA0711 EA0711.The dynamic height is computed by dividing the NAVD 88 EA0711.geopotential number by the normal gravity value computed on the EA0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0711.degrees latitude (g = 980.6199 gals.). EA0711 EA0711.The modeled gravity was interpolated from observed gravity values. EA0711 EA0711; North East Units Scale Factor Converg. EA0711;SPC NC - 77,386.038 745,403.231 MT 0.99997254 +0 51 10.4 EA0711;SPC NC - 253,890.69 2,445,543.77 sFT 0.99997254 +0 51 10.4 EA0711;UTM 18 - 3,813,661.543 268,246.720 MT 1.00026208 -1 25 37.4 EA0711 EA0711! - Elev Factor x Scale Factor = Combined Factor EA0711!SPC NC - 1.00000508 x 0.99997254 = 0.99997762 EA0711!UTM 18 - 1.00000508 x 1.00026208 = 1.00026716 EA0711 EA0711: Primary Azimuth Mark Grid Az EA0711:SPC NC - BANKS RESET 052 15 45.7 EA0711:UTM 18 - BANKS RESET 054 32 33.5 EA0711 EA0711|---------------------------------------------------------------------| EA0711| PID Reference Object Distance Geod. Az | EA0711| dddmmss.s | EA0711| EA0715 BANKS RESET APPROX. 2.5 KM 0530656.1 | EA0711| EA0712 HIGH RM 18.367 METERS 05640 | EA0711|---------------------------------------------------------------------| EA0711 EA0711 SUPERSEDED SURVEY CONTROL EA0711 EA0711 NAD 27 - 34 26 17.92900(N) 077 31 21.42300(W) AD( ) 2 EA0711 NGVD 29 (??/??/92) 5.33 (m) 17.5 (f) COMPUTED 2 0 EA0711 EA0711.Superseded values are not recommended for survey control. EA0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0711.See file dsdata.txt to determine how the superseded data were derived. EA0711 EA0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6824713662(NAD 83) EA0711_MARKER: DS = TRIANGULATION STATION DISK EA0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA0711_STAMPING: HIGH 1933 1947 EA0711_MARK LOGO: CGS EA0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0711+STABILITY: SURFACE MOTION EA0711 EA0711 HISTORY - Date Condition Report By EA0711 HISTORY - 1933 MONUMENTED CGS EA0711 HISTORY - 1942 SEE DESCRIPTION USE EA0711 HISTORY - 1947 GOOD CGS EA0711 HISTORY - 1947 SEE DESCRIPTION CGS EA0711 HISTORY - 1964 MARK NOT FOUND CGS EA0711 HISTORY - 19840101 MARK NOT FOUND NCGS EA0711 EA0711 STATION DESCRIPTION EA0711 EA0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (JAB) EA0711'THIS STATION IS ON THE SAND DUNES, 7-1/2 MILES N OF NEW TOPSAIL EA0711'INLET 1-1/2 MILES S OF THE SOUTHERN END OF PERMUDA ISLAND, 1/2 EA0711'MILE SW OF THE SOUTHERN END OF BANKS CHANNEL. THE DUNES IN THIS EA0711'VICINTIY ARE VERY EVEN IN HEIGHT, AND THERE IS ONLY ONE ROW EA0711'ALONG THE BEACH. THE STATION AND REFERENCE MARKS ARE ON THE EA0711'TOP OF THE RIDGE. EA0711' EA0711'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE EA0711'AT THE CENTER OF THE TOP OF A TILE WHICH IS EMBEDDED IN THE EA0711'GROUND. THE MARKS ARE SET IN 8-INCH TILE AND PROJECT 8 INCHES EA0711'ABOVE THE SURFACE OF THE GROUND. EA0711' EA0711'HEIGHT OF SIGNAL ABOVE STATION MARK 4 METERS. EA0711 EA0711 STATION RECOVERY (1942) EA0711 EA0711'RECOVERY NOTE BY US ENGINEERS 1942 EA0711'TOP PORTION OF TILE AND STATION MARKER DESTROYED. EA0711' EA0711'REFERENCE MARK IN GOOD CONDITION. EA0711 EA0711 STATION RECOVERY (1947) EA0711 EA0711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 EA0711'6.8 MI NE FROM HOLLYRIDGE. EA0711'5.25 MILES SOUTH ALONG THE SEARS LANDING ROAD FROM THE RAILROAD EA0711'STATION AT HOLLYRIDGE, THENCE 1.6 MILES NORTHEAST ALONG THE SAND EA0711'SPIT ROAD, ON THE SAND SPIT BETWEEN NEW TOPSAIL INLET AND NEW EA0711'RIVER INLET, 0.3 MILE SOUTHWEST OF POINT WHERE THE MARL COVERED EA0711'ROAD MAKES TURN TO WEST AWAY FROM THE SAND DUNES (MAIN RIDGE), EA0711'APPROXIMATELY 500.0 FEET SOUTHEAST OF A POINT ON THE MAIN ROAD EA0711'WHICH IS ABOUT 0.1 MILE NORTHEAST OF ROAD MILEPOST NO. 8, 164.8 EA0711'FEET SOUTHEAST OF THE 10TH COMMUNICATION LINES POLE SOUTHWEST EA0711'OF THE POINT WHERE THE LINE CROSSES THE MAIN ROAD, 96.0 FEET EA0711'SOUTHEAST OF THE CENTERLINE OF SAND ROAD PARALLELING THE MAIN EA0711'RIDGE OF DUNES (MEASURED FROM A POINT ABOUT 285.0 FEET SOUTHWEST EA0711'OF THE NORTHEAST END OF CUT WHERE THE ROAD PASSES THROUGH THE EA0711'FIRST NORTHWEST-SOUTHEAST DUNE RIDGE SOUTHWEST OF CURVE IN THE EA0711'MAIN ROAD), 1.5 FEET SOUTHWEST OF A WHITE PAINTED REFERENCE POST, EA0711'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE EA0711'GROUND. EA0711 EA0711 STATION RECOVERY (1947) EA0711 EA0711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CRR) EA0711'THE STATION WAS RECOVERED AS DESCRIBED AND THE REFERENCE MARK EA0711'WAS FOUND TO BE IN GOOD CONDITION. THE STATION MARK WAS LOOSE EA0711'AND WAS REPLACED BY A STANDARD DISK STATION MARK. A EA0711'COMPLETE NEW DESCRIPTION FOLLOWS-- EA0711' EA0711'THE STATION IS LOCATED ALONG THE RIDGE OF DUNES ON THE SEAWARD EA0711'SIDE OF TOPSAIL ISLAND ABOUT 2 MILES EAST OF SEARS LANDING. IT EA0711'IS 100 FEET NORTH OF HIGH TIDE AND 100 FEET SOUTH OF A EA0711'TELEPHONE AND POWER LINE. THE MARK PROJECTS ABOUT 6 IN AND THE EA0711'DISK IS STAMPED---HIGH 1933, 1947---. EA0711' EA0711'THE REFERENCE MARK IS 60.26 FEET NORTHEAST OF THE STATION ON EA0711'THE RIDGE OF DUNES. THE MARK IS FLUSH AND THE DISK IS EA0711'STAMPED---HIGH 1933---. EA0711' EA0711'TO REACH FROM THE BRIDGE AT SEARS LANDING, GO EAST TOWARD THE EA0711'BEACH FOR 0.5 MILE, TURN LEFT AT T-ROAD AND GO 0.8 MILE TO POINT EA0711'WHERE MAIN ROAD BEARS LEFT. CONTINUE STRAIGHT AHEAD FOLLOWING EA0711'TELEPHONE AND POWER LINE NEXT TO THE DUNES FOR 0.8 MILE AND THE EA0711'STATION ON THE RIGHT AS DESCRIBED. EA0711' EA0711'A TRAVERSE CONNECTION WAS MADE TO TOWER FIVE, THE DISTANCE EA0711'FOUND TO BE 1908.119 METERS. EA0711' EA0711'AN ELEVATION HAS BEEN DETERMINED. EA0711 EA0711 STATION RECOVERY (1964) EA0711 EA0711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA0711'LOST. A SEARCH WAS MADE IN THE AREA BUT NO TRACE OF THE STATION EA0711'COULD BE FOUND. THE STATION COULD STILL BE INTACT BUT COVERED EA0711'BY SAND. THE DUNES IN THIS AREA HAVE BEEN REBUILT BY THE EA0711'ENGINEERS. EA0711 EA0711 STATION RECOVERY (1984) EA0711 EA0711'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) EA0711'MARK NOT FOUND, PROBABLY DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2500 *********************************************************************** EA2500 DESIGNATION - HORSESHOE EA2500 PID - EA2500 EA2500 STATE/COUNTY- NC/PENDER EA2500 USGS QUAD - HOLLY RIDGE (1997) EA2500 EA2500 *CURRENT SURVEY CONTROL EA2500 ___________________________________________________________________ EA2500* NAD 83(1986)- 34 26 07.30068(N) 077 31 42.18495(W) ADJUSTED EA2500* NAVD 88 - -0. (meters) -0. (feet) SCALED EA2500 ___________________________________________________________________ EA2500 LAPLACE CORR- -1.56 (seconds) DEFLEC99 EA2500 GEOID HEIGHT- -37.41 (meters) GEOID03 EA2500 EA2500 HORZ ORDER - THIRD EA2500 EA2500.The North Carolina HARNS have been completed but, EA2500.due to contractual restrictions, coordinates for these stations EA2500.will NOT be published in the near future. In the interim, the EA2500.published coordinates in North Carolina will not be EA2500.consistent with the Continuously Operating Reference Stations EA2500.(CORS). The HARN coordinates for these stations are available EA2500.upon request. Contact Gary Thompson(919-733-3836). EA2500. EA2500.In addition, the published North Carolina positions EA2500.(NAD 83 (1986)) are NOT consistent with those determined in EA2500.adjacent state readjustments. The discontinuity between stations EA2500.located in North Carolina and those in adjacent states EA2500.which have been adjusted to the HARN may be as much as 5 EA2500.decimeters. This will result in a significant loss of accuracy EA2500.over lines crossing such state borders. EA2500 EA2500 EA2500.The horizontal coordinates were established by classical geodetic methods EA2500.and adjusted by the National Geodetic Survey in July 1986. EA2500 EA2500.The orthometric height was scaled from a topographic map. EA2500 EA2500.The Laplace correction was computed from DEFLEC99 derived deflections. EA2500 EA2500.The geoid height was determined by GEOID03. EA2500 EA2500; North East Units Scale Factor Converg. EA2500;SPC NC - 77,031.740 744,850.005 MT 0.99997331 +0 50 57.7 EA2500;SPC NC - 252,728.30 2,443,728.72 sFT 0.99997331 +0 50 57.7 EA2500;UTM 18 - 3,813,329.436 267,679.673 MT 1.00026532 -1 25 49.4 EA2500 EA2500! - Elev Factor x Scale Factor = Combined Factor EA2500!SPC NC - 1.00000592 x 0.99997331 = 0.99997923 EA2500!UTM 18 - 1.00000592 x 1.00026532 = 1.00027124 EA2500 EA2500: Primary Azimuth Mark Grid Az EA2500:SPC NC - GANAT 232 59 37.3 EA2500:UTM 18 - GANAT 235 16 24.4 EA2500 EA2500|---------------------------------------------------------------------| EA2500| PID Reference Object Distance Geod. Az | EA2500| dddmmss.s | EA2500| EA2499 GANAT APPROX. 2.3 KM 2335035.0 | EA2500| EA2502 LACEY APPROX. 3.0 KM 2681715.1 | EA2500|---------------------------------------------------------------------| EA2500 EA2500 SUPERSEDED SURVEY CONTROL EA2500 EA2500 NAD 27 - 34 26 06.69100(N) 077 31 43.30100(W) AD( ) 3 EA2500 EA2500.Superseded values are not recommended for survey control. EA2500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2500.See file dsdata.txt to determine how the superseded data were derived. EA2500 EA2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6768013329(NAD 83) EA2500_MARKER: DS = TRIANGULATION STATION DISK EA2500_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE EA2500_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EA2500_MARK LOGO: CGS EA2500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA2500 EA2500 HISTORY - Date Condition Report By EA2500 HISTORY - 1914 MONUMENTED CGS EA2500 HISTORY - 1933 MARK NOT FOUND CGS EA2500 HISTORY - 1964 MARK NOT FOUND CGS EA2500 HISTORY - 1970 SEE DESCRIPTION USGS EA2500 EA2500 STATION DESCRIPTION EA2500 EA2500'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS) EA2500'THIS STATION IS ON THE BANKS, SE FROM THE E END OF WATERS BAY, EA2500'ON A SMALL SAND HILL S OF THE HORSESHOE CHANNEL, ON THE W EA2500'BANK OF OLD STUMP INLET. EA2500' EA2500'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN EA2500'CONCRETE IN THE TOP OF A TILE. EA2500' EA2500'THERE ARE NO REFERENCE MARKS. EA2500 EA2500 STATION RECOVERY (1933) EA2500 EA2500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JAB) EA2500'STATION COULD NOT BE FOUND. STAKES OF AN OLD SIGNAL WERE EA2500'FOUND IN THE VICINITY, BUT CONSIDERABLE DIGGING DID NOT REVEAL EA2500'ANY OTHER TRACES OF THE STATION. EA2500 EA2500 STATION RECOVERY (1964) EA2500 EA2500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA2500'LOST. DESCRIPTIONS NOT ADEQUATE FOR RECOVERY. A SEARCH WAS EA2500'MADE IN THE GENERAL AREA BUT NO TRACE OF THE STATION COULD EA2500'BE FOUND. SEVERAL PEOPLE LIVING ON THE ISLAND WERE CONTACTED EA2500'AS TO THE LOCATION OF HORSE SHOE CHANNEL AND OLD STUMP INLET EA2500'MENTIONED IN THE DESCRIPTIONS BUT ONLY THE APPROXIMATE EA2500'LOCATION COULD BE DETERMINED. THIS STATION ALSO REPORTED LOST EA2500'IN 1933. EA2500 EA2500 STATION RECOVERY (1970) EA2500 EA2500'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 EA2500'HEAVY CONSTRUCTION OR CULTURAL DEVELOPMENT IN AREA, PROBABLY EA2500'DESTROYED. EA2500' EA2500'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EA2500'WATERS BAY, SE OF E END. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1476 *********************************************************************** EB1476 DESIGNATION - HUG EB1476 PID - EB1476 EB1476 STATE/COUNTY- NC/PENDER EB1476 USGS QUAD - CURRIE (1988) EB1476 EB1476 *CURRENT SURVEY CONTROL EB1476 ___________________________________________________________________ EB1476* NAD 83(1986)- 34 24 00.10626(N) 078 02 34.98206(W) ADJUSTED EB1476* NAVD 88 - 12.335 (meters) 40.47 (feet) ADJUSTED EB1476 ___________________________________________________________________ EB1476 LAPLACE CORR- -3.99 (seconds) DEFLEC99 EB1476 GEOID HEIGHT- -36.09 (meters) GEOID03 EB1476 DYNAMIC HT - 12.323 (meters) 40.43 (feet) COMP EB1476 MODELED GRAV- 979,686.4 (mgal) NAVD 88 EB1476 EB1476 HORZ ORDER - SECOND EB1476 VERT ORDER - FIRST CLASS II EB1476 EB1476.The North Carolina HARNS have been completed but, EB1476.due to contractual restrictions, coordinates for these stations EB1476.will NOT be published in the near future. In the interim, the EB1476.published coordinates in North Carolina will not be EB1476.consistent with the Continuously Operating Reference Stations EB1476.(CORS). The HARN coordinates for these stations are available EB1476.upon request. Contact Gary Thompson(919-733-3836). EB1476. EB1476.In addition, the published North Carolina positions EB1476.(NAD 83 (1986)) are NOT consistent with those determined in EB1476.adjacent state readjustments. The discontinuity between stations EB1476.located in North Carolina and those in adjacent states EB1476.which have been adjusted to the HARN may be as much as 5 EB1476.decimeters. This will result in a significant loss of accuracy EB1476.over lines crossing such state borders. EB1476 EB1476 EB1476.The horizontal coordinates were established by classical geodetic methods EB1476.and adjusted by the National Geodetic Survey in July 1986. EB1476 EB1476.The orthometric height was determined by differential leveling EB1476.and adjusted by the National Geodetic Survey in June 1991. EB1476 EB1476.The Laplace correction was computed from DEFLEC99 derived deflections. EB1476 EB1476.The geoid height was determined by GEOID03. EB1476 EB1476.The dynamic height is computed by dividing the NAVD 88 EB1476.geopotential number by the normal gravity value computed on the EB1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1476.degrees latitude (g = 980.6199 gals.). EB1476 EB1476.The modeled gravity was interpolated from observed gravity values. EB1476 EB1476; North East Units Scale Factor Converg. EB1476;SPC NC - 72,534.067 697,589.285 MT 0.99998220 +0 33 08.4 EB1476;SPC NC - 237,972.18 2,288,674.18 sFT 0.99998220 +0 33 08.4 EB1476;UTM 17 - 3,810,476.822 771,825.163 MT 1.00051087 +1 40 17.8 EB1476;UTM 18 - 3,810,711.258 220,257.096 MT 1.00056472 -1 43 13.2 EB1476 EB1476! - Elev Factor x Scale Factor = Combined Factor EB1476!SPC NC - 1.00000373 x 0.99998220 = 0.99998593 EB1476!UTM 17 - 1.00000373 x 1.00051087 = 1.00051460 EB1476!UTM 18 - 1.00000373 x 1.00056472 = 1.00056845 EB1476 EB1476: Primary Azimuth Mark Grid Az EB1476:SPC NC - FIELD 341 43 58.0 EB1476:UTM 17 - FIELD 340 36 48.6 EB1476:UTM 18 - FIELD 344 00 19.6 EB1476 EB1476|---------------------------------------------------------------------| EB1476| PID Reference Object Distance Geod. Az | EB1476| dddmmss.s | EB1476| EB1475 FIELD APPROX. 1.0 KM 3421706.4 | EB1476|---------------------------------------------------------------------| EB1476 EB1476 SUPERSEDED SURVEY CONTROL EB1476 EB1476 NAD 27 - 34 23 59.50058(N) 078 02 36.01284(W) AD( ) 2 EB1476 NGVD 29 (10/06/93) 12.623 (m) 41.41 (f) ADJUSTED 1 2 EB1476 EB1476.Superseded values are not recommended for survey control. EB1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1476.See file dsdata.txt to determine how the superseded data were derived. EB1476 EB1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU7182510477(NAD 83) EB1476_MARKER: DE = TRAVERSE STATION DISK EB1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1476_SP_SET: CONCRETE POST EB1476_STAMPING: HUG 1973 EB1476_MARK LOGO: NCGS EB1476_PROJECTION: RECESSED 3 CENTIMETERS EB1476_MAGNETIC: O = OTHER; SEE DESCRIPTION EB1476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1476+STABILITY: SURFACE MOTION EB1476_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EB1476+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1994 EB1476 EB1476 HISTORY - Date Condition Report By EB1476 HISTORY - 1973 MONUMENTED NCGS EB1476 HISTORY - 1980 GOOD NCGS EB1476 HISTORY - 1980 GOOD NCGS EB1476 HISTORY - 19941129 GOOD NCGS EB1476 EB1476 STATION DESCRIPTION EB1476 EB1476'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB1476'HUG IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB1476'VICINITY OF CURRIE, NORTH CAROLINA. EB1476' EB1476'HUG IS LOCATED APPROXIMATELY 05.6 MILES SE OF CURRIE, AND 12.5 MILES EB1476'NW OF WILMINGTON. TO REACH THE STATION FROM INTERSECTION OF US 421 EB1476'AND NC 210 EAST OF CURRIE. PROCEED SOUTH ALONG US 421 FOR 4.0 EB1476'MILES TO STATION ON RIGHT SHOULDER. 0.25 MILES SOUTH OF EB1476'INTERSECTION WITH SR 1114 (WEST). EB1476' EB1476'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED HUG EB1476'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 EB1476'INCH BELOW THE SURFACE OF THE GROUND. EB1476' EB1476'MARK IS EB1476' EB1476'37.3 FEET W OF C/L OF US 421. EB1476'32.8 FEET NNE OF 14 INCH PINE W/ALUMINUM REF. TAG. EB1476'17.1 FEET E OF 5 INCH PINE W/ALUMINUM REF. TAG. EB1476'45.3 FEET SE OF 4 INCH PINE W/ALUMINUM REF. TAG. EB1476'217.0 FEET SSE OF THE WEST END OF CULVERT UNDER US 421. EB1476 EB1476 STATION RECOVERY (1980) EB1476 EB1476'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EB1476'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK EB1476'IS 66.5 FEET NORTH OF THE NORTH END OF DITCH CULVERT. EB1476 EB1476 STATION RECOVERY (1980) EB1476 EB1476'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EB1476'5.5 MI SE FROM CURRIE. EB1476'4.05 MILES SOUTH ALONG U.S. 421 FROM INTERSECTION WITH N.C. 210 EAST EB1476'OF CURRIE, IN WEST SHOULDER OF HIGHWAY AND 0.25 MILE SOUTH OF SR 1114, EB1476'37.3 FEET WEST OF CENTERLINE OF SOUTHBOUND LANES, 32.8 FEET EB1476'NORTH-NORTHEAST OF 14 INCH PINE, 17.1 FEET EAST OF 5 INCH PINE, 45.3 EB1476'FEET SOUTHEAST OF 4 INCH PINE-ALL TREES HAVE REFERENCE TAGS-, 66.5 EB1476'FEET NORTH OF NORTH END OF A CULVERT AND 217.0 FEET SOUTH-SOUTHEAST OF EB1476'WEST END OF CULVERT UNDER HIGHWAY. EB1476'THE MARK IS 1 FT BELOW HIGHWAY. EB1476 EB1476 STATION RECOVERY (1994) EB1476 EB1476'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (EWB) EB1476'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION. MARK IS 66.5 EB1476'FT (20.3 M) NORTH-NORTHWEST OF THE NORTH END OF A CULVERT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB0165 *********************************************************************** EB0165 DESIGNATION - HUGGINS=U 21 EB0165 PID - EB0165 EB0165 STATE/COUNTY- NC/PENDER EB0165 USGS QUAD - CURRIE (1988) EB0165 EB0165 *CURRENT SURVEY CONTROL EB0165 ___________________________________________________________________ EB0165* NAD 83(1986)- 34 24 08.71127(N) 078 02 52.10140(W) ADJUSTED EB0165* NAVD 88 - 18.496 (meters) 60.68 (feet) POSTED EB0165 ___________________________________________________________________ EB0165 LAPLACE CORR- -3.96 (seconds) DEFLEC99 EB0165 GEOID HEIGHT- -36.08 (meters) GEOID03 EB0165 DYNAMIC HT - 18.480 (meters) 60.63 (feet) COMP EB0165 MODELED GRAV- 979,686.3 (mgal) NAVD 88 EB0165 EB0165 HORZ ORDER - FIRST EB0165 VERT ORDER - * POSTED, Code A , SEE BELOW EB0165 EB0165.The North Carolina HARNS have been completed but, EB0165.due to contractual restrictions, coordinates for these stations EB0165.will NOT be published in the near future. In the interim, the EB0165.published coordinates in North Carolina will not be EB0165.consistent with the Continuously Operating Reference Stations EB0165.(CORS). The HARN coordinates for these stations are available EB0165.upon request. Contact Gary Thompson(919-733-3836). EB0165. EB0165.In addition, the published North Carolina positions EB0165.(NAD 83 (1986)) are NOT consistent with those determined in EB0165.adjacent state readjustments. The discontinuity between stations EB0165.located in North Carolina and those in adjacent states EB0165.which have been adjusted to the HARN may be as much as 5 EB0165.decimeters. This will result in a significant loss of accuracy EB0165.over lines crossing such state borders. EB0165 EB0165 EB0165.The horizontal coordinates were established by classical geodetic methods EB0165.and adjusted by the National Geodetic Survey in July 1986. EB0165 EB0165.The orthometric height was determined by differential leveling EB0165.and adjusted by the National Geodetic Survey in 1992. EB0165.* This is a POSTED BENCH MARK height. Code A indicates a distribution EB0165.rate of 0.0 thru 1.0 mm/km. EB0165 EB0165.The Laplace correction was computed from DEFLEC99 derived deflections. EB0165 EB0165.The geoid height was determined by GEOID03. EB0165 EB0165.The dynamic height is computed by dividing the NAVD 88 EB0165.geopotential number by the normal gravity value computed on the EB0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB0165.degrees latitude (g = 980.6199 gals.). EB0165 EB0165.The modeled gravity was interpolated from observed gravity values. EB0165 EB0165; North East Units Scale Factor Converg. EB0165;SPC NC - 72,794.999 697,149.516 MT 0.99998158 +0 32 58.5 EB0165;SPC NC - 238,828.26 2,287,231.37 sFT 0.99998158 +0 32 58.5 EB0165;UTM 17 - 3,810,729.246 771,380.146 MT 1.00050789 +1 40 08.5 EB0165;UTM 18 - 3,810,989.586 219,827.769 MT 1.00056768 -1 43 23.3 EB0165 EB0165! - Elev Factor x Scale Factor = Combined Factor EB0165!SPC NC - 1.00000276 x 0.99998158 = 0.99998434 EB0165!UTM 17 - 1.00000276 x 1.00050789 = 1.00051065 EB0165!UTM 18 - 1.00000276 x 1.00056768 = 1.00057044 EB0165 EB0165: Primary Azimuth Mark Grid Az EB0165:SPC NC - RICHARDS=T 21 150 23 17.3 EB0165:UTM 17 - RICHARDS=T 21 149 16 07.3 EB0165:UTM 18 - RICHARDS=T 21 152 39 39.1 EB0165 EB0165|---------------------------------------------------------------------| EB0165| PID Reference Object Distance Geod. Az | EB0165| dddmmss.s | EB0165| EB3733 HUGGINS AZ MK 1452301.2 | EB0165| EB0164 RICHARDS=T 21 APPROX. 5.4 KM 1505615.8 | EB0165| EB3734 HUGGINS RM 26456 | EB0165|---------------------------------------------------------------------| EB0165 EB0165 SUPERSEDED SURVEY CONTROL EB0165 EB0165 NAD 27 - 34 24 08.11000(N) 078 02 53.13000(W) AD( ) 1 EB0165 NGVD 29 (??/??/92) 18.777 (m) 61.60 (f) ADJ UNCH 1 2 EB0165 EB0165.Superseded values are not recommended for survey control. EB0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB0165.See file dsdata.txt to determine how the superseded data were derived. EB0165 EB0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU7138010729(NAD 83) EB0165_MARKER: DS = TRIANGULATION STATION DISK EB0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB0165_STAMPING: HUGGINS 1918 U 21 61.184 EB0165_MARK LOGO: CGS EB0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB0165+STABILITY: SURFACE MOTION EB0165 EB0165 HISTORY - Date Condition Report By EB0165 HISTORY - 1918 MONUMENTED CGS EB0165 HISTORY - 1933 GOOD CGS EB0165 HISTORY - 1934 GOOD CGS EB0165 HISTORY - 1973 GOOD NGS EB0165 EB0165 STATION DESCRIPTION EB0165 EB0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MS) EB0165'ABOUT 4 MILES NORTH OF RAILROAD STATION AT RICHARDS, ABOUT 0.4 MILE EB0165'SOUTHEAST OF MILEPOST 13, 16.3 FEET SOUTHWEST OF SOUTHWEST RAIL, 38 EB0165'FEET SOUTHEAST OF GRADE CROSSING, 200 METERS (656 FEET) NORTH OF EB0165'SPUR TRACK, ABOUT 300 YARDS SOUTHEAST OF CONCRETE POST ON SOUTHWEST EB0165'SIDE OF HIGHWAY, 81 FEET SOUTH OF BLAZED 16 INCH TREE ON NORTH SIDE EB0165'OF WOODS ROAD, 83 FEET EAST OF BLAZED 18 INCH PINE TREE ON NORTH EB0165'SIDE OF WOODS ROAD, AND ABOUT LEVEL WITH TRACK. SURFACE MARK IS EB0165'STANDARD DISK STATION MARK IN CONCRETE. UNDERGROUND EB0165'MARK IS NAIL IN CONCRETE. EB0165' EB0165'REFERENCE MARK IS STANDARD REFERENCE DISK IN CONCRETE, EB0165'52.4 FEET FROM STATION S 84 DEG 56 MIN W. EB0165' EB0165'AZIMUTH MARK, ESTABLISHED IN 1933, EB0165'IS A STANDARD REFERENCE DISK IN CONCRETE, 47.4 FEET EB0165'NORTHEAST OF NORTHEAST RAIL, 52 FEET OF BLAZED 21 INCH PINE TREE, EB0165'118 FEET NORTHWEST OF BLAZED 24 INCH PINE TREE AND, APPROXIMATELY EB0165'230 YARDS FROM STATION IS S 34 DEG 36 MIN E. . EB0165 EB0165 STATION RECOVERY (1934) EB0165 EB0165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 EB0165'2.5 MI SE FROM MONTAGUE. EB0165'2-1/2 MILES SOUTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM EB0165'MONTAGUE, PENDER COUNTY, 0.4 MILE SOUTHEAST OF MILEPOST 13, 220 EB0165'YARDS NORTH OF A SPUR TRACK, 38 FEET SOUTHEAST OF A ROAD CROSSING, EB0165'16.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 83 FEET EAST OF A EB0165'BLAZED 18-INCH PINE TREE, 81 FEET SOUTH OF A BLAZED 16-INCH PINE EB0165'TREE AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 EB0165'INCHES ABOVE GROUND. EB0165 EB0165 STATION RECOVERY (1973) EB0165 EB0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JWC) EB0165'STATION RECOVERED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1998 *********************************************************************** EB1998 DESIGNATION - IVAN EB1998 PID - EB1998 EB1998 STATE/COUNTY- NC/PENDER EB1998 USGS QUAD - COSTIN (1984) EB1998 EB1998 *CURRENT SURVEY CONTROL EB1998 ___________________________________________________________________ EB1998* NAD 83(1986)- 34 37 05.93600(N) 078 06 46.67609(W) ADJUSTED EB1998* NAVD 88 - 19.5 (meters) 64. (feet) VERTCON EB1998 ___________________________________________________________________ EB1998 LAPLACE CORR- -4.05 (seconds) DEFLEC99 EB1998 GEOID HEIGHT- -35.92 (meters) GEOID03 EB1998 EB1998 HORZ ORDER - SECOND EB1998 EB1998.The North Carolina HARNS have been completed but, EB1998.due to contractual restrictions, coordinates for these stations EB1998.will NOT be published in the near future. In the interim, the EB1998.published coordinates in North Carolina will not be EB1998.consistent with the Continuously Operating Reference Stations EB1998.(CORS). The HARN coordinates for these stations are available EB1998.upon request. Contact Gary Thompson(919-733-3836). EB1998. EB1998.In addition, the published North Carolina positions EB1998.(NAD 83 (1986)) are NOT consistent with those determined in EB1998.adjacent state readjustments. The discontinuity between stations EB1998.located in North Carolina and those in adjacent states EB1998.which have been adjusted to the HARN may be as much as 5 EB1998.decimeters. This will result in a significant loss of accuracy EB1998.over lines crossing such state borders. EB1998 EB1998 EB1998.The horizontal coordinates were established by classical geodetic methods EB1998.and adjusted by the National Geodetic Survey in July 1986. EB1998 EB1998.The NAVD 88 height was computed by applying the VERTCON shift value to EB1998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB1998 EB1998.The Laplace correction was computed from DEFLEC99 derived deflections. EB1998 EB1998.The geoid height was determined by GEOID03. EB1998 EB1998; North East Units Scale Factor Converg. EB1998;SPC NC - 96,687.166 690,944.668 MT 0.99993327 +0 30 43.1 EB1998;SPC NC - 317,214.48 2,266,874.30 sFT 0.99993327 +0 30 43.1 EB1998;UTM 17 - 3,834,507.647 764,704.153 MT 1.00046373 +1 38 28.0 EB1998 EB1998! - Elev Factor x Scale Factor = Combined Factor EB1998!SPC NC - 1.00000257 x 0.99993327 = 0.99993584 EB1998!UTM 17 - 1.00000257 x 1.00046373 = 1.00046630 EB1998 EB1998: Primary Azimuth Mark Grid Az EB1998:SPC NC - TOWER 012 20 38.4 EB1998:UTM 17 - TOWER 011 12 53.5 EB1998 EB1998|---------------------------------------------------------------------| EB1998| PID Reference Object Distance Geod. Az | EB1998| dddmmss.s | EB1998| EB1966 TOWER APPROX. 1.1 KM 0125121.5 | EB1998| EB1967 PENDERLEA MICROWAVE TOWER APPROX. 1.3 KM 0161029.5 | EB1998|---------------------------------------------------------------------| EB1998 EB1998 SUPERSEDED SURVEY CONTROL EB1998 EB1998 NAD 27 - 34 37 05.32629(N) 078 06 47.70582(W) AD( ) 2 EB1998 NGVD 29 (07/19/86) 19.8 (m) 65. (f) VERT ANG EB1998 EB1998.Superseded values are not recommended for survey control. EB1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1998.See file dsdata.txt to determine how the superseded data were derived. EB1998 EB1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6470434508(NAD 83) EB1998_MARKER: DE = TRAVERSE STATION DISK EB1998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1998_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB1998_STAMPING: IVAN 1973 EB1998_MARK LOGO: NCGS EB1998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1998+STABILITY: SURFACE MOTION EB1998 EB1998 HISTORY - Date Condition Report By EB1998 HISTORY - 1973 MONUMENTED NCGS EB1998 EB1998 STATION DESCRIPTION EB1998 EB1998'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB1998'IVAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB1998'VICINITY OF PENDERLEA, NORTH CAROLINA. EB1998' EB1998'IVAN IS LOCATED APPROXIMATELY 4.6 MILES SW OF PENDERLEA, AND 6.9 EB1998'MILES NNE OF ATKINSON. TO REACH STATION FROM THE INTERSECTION OF US EB1998'421 WITH SR 1321 (LEADING EAST TO PENDERLEA), PROCEED SOUTH ALONG EB1998'US 421 FOR 1.2 MILES TO STATION ON RIGHT SHOULDER, AND 0.15 MILES EB1998'NORTH OF INTERSECTION WITH SR 1217 (WEST). EB1998' EB1998'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED IVAN EB1998'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 6 EB1998'INCHES BELOW THE GROUND. EB1998' EB1998'MARK IS EB1998' EB1998'21.6 FEET W OF C/L OF US 421. EB1998'155.7 FEET NNE OF PP NO. 11409 W/ALUMINUM REF. TAG. EB1998'106.1 FEET NE OF 20 INCH PINE W/ALUMINUM REF. TAG. EB1998'83.5 FEET ESE OF 8 INCH PINE W/ALUMINUM REF. TAG. EB1998'113.8 FEET S OF THE SW END OF 18 INCH CULVERT UNDER US 421. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0916 *********************************************************************** EA0916 DESIGNATION - JAMES EA0916 PID - EA0916 EA0916 STATE/COUNTY- NC/PENDER EA0916 USGS QUAD - BURGAW (1988) EA0916 EA0916 *CURRENT SURVEY CONTROL EA0916 ___________________________________________________________________ EA0916* NAD 83(1986)- 34 37 09.02618(N) 077 55 04.39426(W) ADJUSTED EA0916* NAVD 88 - 17.876 (meters) 58.65 (feet) ADJUSTED EA0916 ___________________________________________________________________ EA0916 LAPLACE CORR- -3.90 (seconds) DEFLEC99 EA0916 GEOID HEIGHT- -36.40 (meters) GEOID03 EA0916 DYNAMIC HT - 17.859 (meters) 58.59 (feet) COMP EA0916 MODELED GRAV- 979,674.5 (mgal) NAVD 88 EA0916 EA0916 HORZ ORDER - SECOND EA0916 VERT ORDER - SECOND CLASS II EA0916 EA0916.The North Carolina HARNS have been completed but, EA0916.due to contractual restrictions, coordinates for these stations EA0916.will NOT be published in the near future. In the interim, the EA0916.published coordinates in North Carolina will not be EA0916.consistent with the Continuously Operating Reference Stations EA0916.(CORS). The HARN coordinates for these stations are available EA0916.upon request. Contact Gary Thompson(919-733-3836). EA0916. EA0916.In addition, the published North Carolina positions EA0916.(NAD 83 (1986)) are NOT consistent with those determined in EA0916.adjacent state readjustments. The discontinuity between stations EA0916.located in North Carolina and those in adjacent states EA0916.which have been adjusted to the HARN may be as much as 5 EA0916.decimeters. This will result in a significant loss of accuracy EA0916.over lines crossing such state borders. EA0916 EA0916 EA0916.The horizontal coordinates were established by classical geodetic methods EA0916.and adjusted by the National Geodetic Survey in July 1986. EA0916 EA0916.The orthometric height was determined by differential leveling EA0916.and adjusted by the National Geodetic Survey in June 1991. EA0916 EA0916.The Laplace correction was computed from DEFLEC99 derived deflections. EA0916 EA0916.The geoid height was determined by GEOID03. EA0916 EA0916.The dynamic height is computed by dividing the NAVD 88 EA0916.geopotential number by the normal gravity value computed on the EA0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0916.degrees latitude (g = 980.6199 gals.). EA0916 EA0916.The modeled gravity was interpolated from observed gravity values. EA0916 EA0916; North East Units Scale Factor Converg. EA0916;SPC NC - 96,959.804 708,832.190 MT 0.99993310 +0 37 28.4 EA0916;SPC NC - 318,108.96 2,325,560.28 sFT 0.99993310 +0 37 28.4 EA0916;UTM 18 - 3,834,684.382 232,468.922 MT 1.00048228 -1 39 31.3 EA0916;UTM 17 - 3,835,132.849 782,593.391 MT 1.00058444 +1 45 07.8 EA0916 EA0916! - Elev Factor x Scale Factor = Combined Factor EA0916!SPC NC - 1.00000291 x 0.99993310 = 0.99993601 EA0916!UTM 18 - 1.00000291 x 1.00048228 = 1.00048519 EA0916!UTM 17 - 1.00000291 x 1.00058444 = 1.00058735 EA0916 EA0916: Primary Azimuth Mark Grid Az EA0916:SPC NC - DITCH 195 29 54.6 EA0916:UTM 18 - DITCH 197 46 54.3 EA0916:UTM 17 - DITCH 194 22 15.2 EA0916 EA0916|---------------------------------------------------------------------| EA0916| PID Reference Object Distance Geod. Az | EA0916| dddmmss.s | EA0916| EA0915 DITCH APPROX. 1.6 KM 1960723.0 | EA0916|---------------------------------------------------------------------| EA0916 EA0916 SUPERSEDED SURVEY CONTROL EA0916 EA0916 NAD 27 - 34 37 08.43085(N) 077 55 05.43586(W) AD( ) 2 EA0916 NGVD 29 (??/??/92) 18.164 (m) 59.59 (f) ADJ UNCH 2 2 EA0916 EA0916.Superseded values are not recommended for survey control. EA0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0916.See file dsdata.txt to determine how the superseded data were derived. EA0916 EA0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3246934684(NAD 83) EA0916_MARKER: DD = SURVEY DISK EA0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0916_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0916_STAMPING: JAMES 1968 EA0916 EA0916 HISTORY - Date Condition Report By EA0916 HISTORY - 1968 MONUMENTED NCGS EA0916 HISTORY - 1975 GOOD NCGS EA0916 EA0916 STATION DESCRIPTION EA0916 EA0916'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0916'JAMES IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA0916'IN THE VICINITY OF BURGAW, NORTH CAROLINA. EA0916' EA0916'JAMES IS LOCATED APPROXIMATELY 4.6 MILES NNE OF THE CENTER OF EA0916'BURGAW. TO REACH STATION PROCEED FROM THE INTERSECTION OF EA0916'U.S. 117 BUSINESS-BYPASS ON NORTH SIDE OF BURGAW, GO NORTH ON EA0916'U.S. 117 FOR 4.15 MILES TO STATION. WHICH IS IN CURVE ON EA0916'EAST SHOULDER OF U.S. 117, ON TANGENT WITH C/L OF U.S. 117 TO EA0916'THE NORTH, 1.2 MILES NORTH OF INTERSECTION OF SR 1505, AND 0.65 EA0916'MILE SOUTH OF INTERSECTION OF SR 1504 WITH U.S. 117. EA0916' EA0916'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0916'JAMES 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EA0916'OF WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EA0916' EA0916'MARK IS EA0916' EA0916'20.0 FT W OF C/L OF U.S. 117 EA0916' EA0916'31.7 FT NW OF FENCE POST ON E SIDE OF U.S. 117, AND WITH EA0916'ALUMINUM REF. TAG EA0916' EA0916'33.5 FT WSW OF FENCE POST ON E SIDE OF U.S. 117, AND WITH EA0916'ALUMINUM REF. TAG EA0916' EA0916'85.7 FT SW OF TP SETTING IN CULTIVATED FIELD ON E SIDE OF EA0916'U.S. 117, AND WITH ALUMINUM REF. TAG EA0916 EA0916 STATION RECOVERY (1975) EA0916 EA0916'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0916'3.1 MI SE FROM WATHA. EA0916'JAMES IS LOCATED APPROXIMATELY 4.6 MILES NORTH OF BURGAW. TO REACH EA0916'STATION FROM THE INTERSECTION OF US 117 BUSINESS - BYPASS ON NORTH EA0916'SIDE OF BURGAW, PROCEED NORTH ALONG US 117 FOR 4.0 MILES TO STATION IN EA0916'CURVE IN EAST SHOULDER OF HIGHWAY, ON TANGENT WITH C/L OF US 117 TO EA0916'THE NORTH, AND 1.3 MILES SOUTH OF SR 1318 CROSSROADS. 20.0 FT. E OF EA0916'C/L OF US 117, 31.7 FT. NW OF FENCE POST WITH ALUMINUM REF. TAG, 33.5 EA0916'FT. WSW OF FENCE POST WITH ALUMINUM REF. TAG, AND 85.7 FT. SW OF TP EA0916'WITH ALUMINUM REF. TAG IN CULTIVATED FIELD. DISK IS SET IN CONCRETE EA0916'CYLINDER, 3 INCHES BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1028 *********************************************************************** EA1028 DESIGNATION - JANIS EA1028 PID - EA1028 EA1028 STATE/COUNTY- NC/PENDER EA1028 USGS QUAD - PIN HOOK (1981) EA1028 EA1028 *CURRENT SURVEY CONTROL EA1028 ___________________________________________________________________ EA1028* NAD 83(1986)- 34 37 34.80917(N) 077 47 15.28513(W) ADJUSTED EA1028* NAVD 88 - 5.731 (meters) 18.80 (feet) ADJUSTED EA1028 ___________________________________________________________________ EA1028 LAPLACE CORR- -3.47 (seconds) DEFLEC99 EA1028 GEOID HEIGHT- -36.70 (meters) GEOID03 EA1028 DYNAMIC HT - 5.726 (meters) 18.79 (feet) COMP EA1028 MODELED GRAV- 979,672.5 (mgal) NAVD 88 EA1028 EA1028 HORZ ORDER - SECOND EA1028 VERT ORDER - SECOND CLASS II EA1028 EA1028.The North Carolina HARNS have been completed but, EA1028.due to contractual restrictions, coordinates for these stations EA1028.will NOT be published in the near future. In the interim, the EA1028.published coordinates in North Carolina will not be EA1028.consistent with the Continuously Operating Reference Stations EA1028.(CORS). The HARN coordinates for these stations are available EA1028.upon request. Contact Gary Thompson(919-733-3836). EA1028. EA1028.In addition, the published North Carolina positions EA1028.(NAD 83 (1986)) are NOT consistent with those determined in EA1028.adjacent state readjustments. The discontinuity between stations EA1028.located in North Carolina and those in adjacent states EA1028.which have been adjusted to the HARN may be as much as 5 EA1028.decimeters. This will result in a significant loss of accuracy EA1028.over lines crossing such state borders. EA1028 EA1028 EA1028.The horizontal coordinates were established by classical geodetic methods EA1028.and adjusted by the National Geodetic Survey in July 1986. EA1028 EA1028.The orthometric height was determined by differential leveling EA1028.and adjusted by the National Geodetic Survey in June 1991. EA1028 EA1028.The Laplace correction was computed from DEFLEC99 derived deflections. EA1028 EA1028.The geoid height was determined by GEOID03. EA1028 EA1028.The dynamic height is computed by dividing the NAVD 88 EA1028.geopotential number by the normal gravity value computed on the EA1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1028.degrees latitude (g = 980.6199 gals.). EA1028 EA1028.The modeled gravity was interpolated from observed gravity values. EA1028 EA1028; North East Units Scale Factor Converg. EA1028;SPC NC - 97,892.291 720,771.326 MT 0.99993174 +0 41 59.2 EA1028;SPC NC - 321,168.29 2,364,730.59 sFT 0.99993174 +0 41 59.2 EA1028;UTM 18 - 3,835,140.568 244,441.849 MT 1.00040506 -1 35 05.4 EA1028 EA1028! - Elev Factor x Scale Factor = Combined Factor EA1028!SPC NC - 1.00000486 x 0.99993174 = 0.99993660 EA1028!UTM 18 - 1.00000486 x 1.00040506 = 1.00040992 EA1028 EA1028: Primary Azimuth Mark Grid Az EA1028:SPC NC - LISA 072 49 19.4 EA1028:UTM 18 - LISA 075 06 24.0 EA1028 EA1028|---------------------------------------------------------------------| EA1028| PID Reference Object Distance Geod. Az | EA1028| dddmmss.s | EA1028| EA1036 LISA APPROX. 1.3 KM 0733118.6 | EA1028|---------------------------------------------------------------------| EA1028 EA1028 SUPERSEDED SURVEY CONTROL EA1028 EA1028 NAD 27 - 34 37 34.20418(N) 077 47 16.34553(W) AD( ) 2 EA1028 NGVD 29 (??/??/92) 6.030 (m) 19.78 (f) ADJ UNCH 2 2 EA1028 EA1028.Superseded values are not recommended for survey control. EA1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1028.See file dsdata.txt to determine how the superseded data were derived. EA1028 EA1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4444235141(NAD 83) EA1028_MARKER: DD = SURVEY DISK EA1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1028_STAMPING: JANIS 1974 EA1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1028+STABILITY: SURFACE MOTION EA1028 EA1028 HISTORY - Date Condition Report By EA1028 HISTORY - 1974 MONUMENTED NCGS EA1028 HISTORY - 1975 GOOD NCGS EA1028 EA1028 STATION DESCRIPTION EA1028 EA1028'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA1028'JANIS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA1028'THE VICINITY OF BURGAW, NORTH CAROLINA. EA1028' EA1028'JANIS IS LOCATED APPROXIMATELY 9.3 MILES ENE OF BURGAW AND 5.8 EA1028'MILES WSW OF MAPLE HILL. TO REACH STATION FROM INTERSECTION OF EA1028'NC 53 AND NC 50 NORTHWEST OF MAPLE HILL, PROCEED WESTERLY ALONG EA1028'NC 53 FOR 5.8 MILES TO STATION ON THE RIGHT IN CURVE NEAR A POWER EA1028'POLE, AND 1.15 MILES NORTHEAST OF INTERSECTION WITH SR 1523. EA1028' EA1028'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1028'JANIS 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA1028'WHICH IS 3 INCHES ABOVE THE SURFACE OF THE GROUND. EA1028' EA1028'MARK IS 40.0 FT NW OF C/L OF NC 53 EA1028' EA1028'27.1 FT SE OF PP WITH ALUMINUM REF. TAG EA1028' EA1028'96.8 FT NW OF 5 INCH OAK TREE WITH ALUMINUM REF. TAG EA1028' EA1028'123.0 FT N OF 20 INCH PINE WITH ALUMINUM REF. TAG EA1028 EA1028 STATION RECOVERY (1975) EA1028 EA1028'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA1028'5.8 MI WSW FROM MAPLE HILL. EA1028'STATION IS LOCATED APPROXIMATELY 9.3 MILES ENE OF BURGAW. TO REACH EA1028'STATION FROM INTERSECTION OF NC 53 AND NC 50 NORTHWEST OF MAPLE HILL, EA1028'PROCEED WESTERLY ALONG NC 53 FOR 5.8 MILES TO STATION ON RIGHT IN EA1028'CURVE, NEAR A POWER POLE, AND 1.15 MILES NORTHEAST OF INTERSECTION EA1028'WITH SR 1523. 40.0 FT. NW OF C/L OF NC 53, 27.1 FT. SE OF PP WITH EA1028'ALUMINUM REF. TAG, 96.8 FT. NW OF 5 INCH OAK WITH ALUMINUM REF. TAG EA1028'AND 123.0 FT. N OF 20 INCH PINE WITH ALUMINUM REF. TAG. DISK IS SET EA1028'IN CONCRETE CYLINDER, 3 INCHES ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2966 *********************************************************************** EA2966 DESIGNATION - JOHN EA2966 PID - EA2966 EA2966 STATE/COUNTY- NC/PENDER EA2966 USGS QUAD - BURGAW (1988) EA2966 EA2966 *CURRENT SURVEY CONTROL EA2966 ___________________________________________________________________ EA2966* NAD 83(1986)- 34 32 50.56843(N) 077 56 33.20775(W) ADJUSTED EA2966* NAVD 88 - 15.1 (meters) 50. (feet) VERTCON EA2966 ___________________________________________________________________ EA2966 LAPLACE CORR- -4.26 (seconds) DEFLEC99 EA2966 GEOID HEIGHT- -36.35 (meters) GEOID03 EA2966 EA2966 HORZ ORDER - SECOND EA2966 EA2966.The North Carolina HARNS have been completed but, EA2966.due to contractual restrictions, coordinates for these stations EA2966.will NOT be published in the near future. In the interim, the EA2966.published coordinates in North Carolina will not be EA2966.consistent with the Continuously Operating Reference Stations EA2966.(CORS). The HARN coordinates for these stations are available EA2966.upon request. Contact Gary Thompson(919-733-3836). EA2966. EA2966.In addition, the published North Carolina positions EA2966.(NAD 83 (1986)) are NOT consistent with those determined in EA2966.adjacent state readjustments. The discontinuity between stations EA2966.located in North Carolina and those in adjacent states EA2966.which have been adjusted to the HARN may be as much as 5 EA2966.decimeters. This will result in a significant loss of accuracy EA2966.over lines crossing such state borders. EA2966 EA2966 EA2966.The horizontal coordinates were established by classical geodetic methods EA2966.and adjusted by the National Geodetic Survey in July 1986. EA2966 EA2966.The NAVD 88 height was computed by applying the VERTCON shift value to EA2966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2966 EA2966.The Laplace correction was computed from DEFLEC99 derived deflections. EA2966 EA2966.The geoid height was determined by GEOID03. EA2966 EA2966; North East Units Scale Factor Converg. EA2966;SPC NC - 88,972.051 706,654.802 MT 0.99994760 +0 36 37.2 EA2966;SPC NC - 291,902.47 2,318,416.63 sFT 0.99994760 +0 36 37.2 EA2966;UTM 18 - 3,826,785.302 229,973.882 MT 1.00049883 -1 40 10.9 EA2966;UTM 17 - 3,827,098.730 780,572.121 MT 1.00057042 +1 44 05.9 EA2966 EA2966! - Elev Factor x Scale Factor = Combined Factor EA2966!SPC NC - 1.00000333 x 0.99994760 = 0.99995093 EA2966!UTM 18 - 1.00000333 x 1.00049883 = 1.00050216 EA2966!UTM 17 - 1.00000333 x 1.00057042 = 1.00057375 EA2966 EA2966: Primary Azimuth Mark Grid Az EA2966:SPC NC - BURGAW 073 10 17.4 EA2966:UTM 18 - BURGAW 075 27 05.5 EA2966:UTM 17 - BURGAW 072 02 48.7 EA2966 EA2966|---------------------------------------------------------------------| EA2966| PID Reference Object Distance Geod. Az | EA2966| dddmmss.s | EA2966| EA2967 BURGAW APPROX. 1.3 KM 0734654.6 | EA2966|---------------------------------------------------------------------| EA2966 EA2966 SUPERSEDED SURVEY CONTROL EA2966 EA2966 NAD 27 - 34 32 49.97279(N) 077 56 34.24205(W) AD( ) 2 EA2966 NGVD 29 (07/19/86) 15.4 (m) 51. (f) VERT ANG EA2966 EA2966.Superseded values are not recommended for survey control. EA2966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2966.See file dsdata.txt to determine how the superseded data were derived. EA2966 EA2966_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD2997426785(NAD 83) EA2966_MARKER: DE = TRAVERSE STATION DISK EA2966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2966_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2966_STAMPING: JOHN 1973 EA2966_MARK LOGO: NCGS EA2966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2966+STABILITY: SURFACE MOTION EA2966 EA2966 HISTORY - Date Condition Report By EA2966 HISTORY - 1973 MONUMENTED NCGS EA2966 HISTORY - 20040619 MARK NOT FOUND USPSQD EA2966 EA2966 STATION DESCRIPTION EA2966 EA2966'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EA2966'JOHN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EA2966'VICINITY OF BURGAW, NORTH CAROLINA. EA2966' EA2966'JOHN IS LOCATED APPROXIMATELY 01.1 MILES WEST OF BURGAW. TO REACH EA2966'THE STATION FROM THE INTERSECTION OF NC 53 (WILMINGTON STREET) WITH EA2966'SEABOARD COASTLINE R/R IN BURGAW, PROCEED WEST ALONG NC 53 FOR EA2966'0.85 MILES TO STATION ON THE RIGHT, 1.35 MILES EAST OF EA2966'INTERSECTION WITH SR 1343, AND ON WEST EDGE OF WEST ENTRANCE TO EA2966'NEWTONS GARAGE. EA2966' EA2966'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED JOHN EA2966'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EA2966'FLUSH WITH THE SURFACE OF THE GROUND. EA2966' EA2966'MARK IS EA2966'28.2 FEET N OF C/L OF NC 53. EA2966'60.8 FEET N OF PP NO. 18 W/ALUMINUM REF. TAG. EA2966'5.0 FEET NE OF THE WEST END OF CULVERT UNDER DRIVE. EA2966'43.0 FEET WSW OF SERVICE POLE W/ALUMINUM REF. TAG. EA2966'99.6 FEET SW OF WEST END OF CONCRETE BASE OF GAS PUMPS NEAR EA2966'GARAGE. EA2966 EA2966 STATION RECOVERY (2004) EA2966 EA2966'RECOVERY NOTE BY US POWER SQUADRON 2004 EA2966'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0933 *********************************************************************** EA0933 DESIGNATION - JONES EA0933 PID - EA0933 EA0933 STATE/COUNTY- NC/PENDER EA0933 USGS QUAD - WALLACE EAST (1981) EA0933 EA0933 *CURRENT SURVEY CONTROL EA0933 ___________________________________________________________________ EA0933* NAD 83(1986)- 34 42 58.83296(N) 077 58 42.94935(W) ADJUSTED EA0933* NAVD 88 - 11.018 (meters) 36.15 (feet) ADJUSTED EA0933 ___________________________________________________________________ EA0933 LAPLACE CORR- -3.99 (seconds) DEFLEC99 EA0933 GEOID HEIGHT- -36.17 (meters) GEOID03 EA0933 DYNAMIC HT - 11.007 (meters) 36.11 (feet) COMP EA0933 MODELED GRAV- 979,681.6 (mgal) NAVD 88 EA0933 EA0933 HORZ ORDER - SECOND EA0933 VERT ORDER - SECOND CLASS II EA0933 EA0933.The North Carolina HARNS have been completed but, EA0933.due to contractual restrictions, coordinates for these stations EA0933.will NOT be published in the near future. In the interim, the EA0933.published coordinates in North Carolina will not be EA0933.consistent with the Continuously Operating Reference Stations EA0933.(CORS). The HARN coordinates for these stations are available EA0933.upon request. Contact Gary Thompson(919-733-3836). EA0933. EA0933.In addition, the published North Carolina positions EA0933.(NAD 83 (1986)) are NOT consistent with those determined in EA0933.adjacent state readjustments. The discontinuity between stations EA0933.located in North Carolina and those in adjacent states EA0933.which have been adjusted to the HARN may be as much as 5 EA0933.decimeters. This will result in a significant loss of accuracy EA0933.over lines crossing such state borders. EA0933 EA0933 EA0933.The horizontal coordinates were established by classical geodetic methods EA0933.and adjusted by the National Geodetic Survey in July 1986. EA0933 EA0933.The orthometric height was determined by differential leveling EA0933.and adjusted by the National Geodetic Survey in June 1991. EA0933 EA0933.The Laplace correction was computed from DEFLEC99 derived deflections. EA0933 EA0933.The geoid height was determined by GEOID03. EA0933 EA0933.The dynamic height is computed by dividing the NAVD 88 EA0933.geopotential number by the normal gravity value computed on the EA0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0933.degrees latitude (g = 980.6199 gals.). EA0933 EA0933.The modeled gravity was interpolated from observed gravity values. EA0933 EA0933; North East Units Scale Factor Converg. EA0933;SPC NC - 107,678.779 703,154.340 MT 0.99991596 +0 35 22.3 EA0933;SPC NC - 353,276.13 2,306,932.20 sFT 0.99991596 +0 35 22.3 EA0933;UTM 18 - 3,845,627.511 227,219.949 MT 1.00051722 -1 41 50.6 EA0933;UTM 17 - 3,845,744.555 776,701.495 MT 1.00054379 +1 43 18.6 EA0933 EA0933! - Elev Factor x Scale Factor = Combined Factor EA0933!SPC NC - 1.00000395 x 0.99991596 = 0.99991991 EA0933!UTM 18 - 1.00000395 x 1.00051722 = 1.00052117 EA0933!UTM 17 - 1.00000395 x 1.00054379 = 1.00054774 EA0933 EA0933: Primary Azimuth Mark Grid Az EA0933:SPC NC - ROCK 303 45 23.7 EA0933:UTM 18 - ROCK 306 02 36.6 EA0933:UTM 17 - ROCK 302 37 27.4 EA0933 EA0933|---------------------------------------------------------------------| EA0933| PID Reference Object Distance Geod. Az | EA0933| dddmmss.s | EA0933| EA2981 FISH 255.748 METERS 30238 | EA0933| EA0935 ROCK APPROX. 0.8 KM 3042046.0 | EA0933|---------------------------------------------------------------------| EA0933 EA0933 SUPERSEDED SURVEY CONTROL EA0933 EA0933 NAD 27 - 34 42 58.22659(N) 077 58 44.00519(W) AD( ) 2 EA0933 NGVD 29 (??/??/92) 11.302 (m) 37.08 (f) ADJ UNCH 2 2 EA0933 EA0933.Superseded values are not recommended for survey control. EA0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0933.See file dsdata.txt to determine how the superseded data were derived. EA0933 EA0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD2722045628(NAD 83) EA0933_MARKER: DD = SURVEY DISK EA0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0933_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0933_STAMPING: JONES 1968 EA0933_MARK LOGO: NCGS EA0933 EA0933 HISTORY - Date Condition Report By EA0933 HISTORY - 1968 MONUMENTED NCGS EA0933 HISTORY - 1973 GOOD NCGS EA0933 HISTORY - 1975 GOOD NCGS EA0933 EA0933 STATION DESCRIPTION EA0933 EA0933'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0933'JONES IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA0933'IN THE VICINITY OF WALLACE, NORTH CAROLINA. EA0933' EA0933'JONES IS LOCATED APPROXIMATELY 1.5 MILES SOUTHEAST OF THE CENTER EA0933'OF WALLACE. TO REACH STATION PROCEED FROM THE PENDER-DUPLIN EA0933'COUNTY LINE, GO SOUTH ON U.S. 117 FOR 0.05 MILE TO STATION. WHICH EA0933'IS ON THE EAST SHOULDER OF U.S. 117 IN CURVE ABOUT 300 FEET EA0933'SOUTHEAST OF U.S. 117 BRIDGE OVER ROCK FISH CREEK. EA0933' EA0933'STATION MARK IS STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0933'JONES 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA0933'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EA0933' EA0933'MARK IS EA0933' EA0933'14.9 FT ENE OF C/L OF U.S. 117 EA0933' EA0933'104.7 FT NW OF 4X4 POST WITH REFLECTOR ON E SHOULDER OF U.S. 117, EA0933'AND WITH ALUMINUM REF. TAG EA0933' EA0933'49.7 FT SE OF 4X4 POST WITH REFLECTOR ON E SHOULDER OF U.S. 117, EA0933'AND WITH ALUMINUM REF. TAG EA0933' EA0933'91.2 FT SSE OF PP 1045 ON E SIDE OF U.S. 117, AND WITH EA0933'ALUMINUM REF. TAG EA0933' EA0933'209.4 FT SE OF SE END OF CONCRETE BRIDGE GUARD RAIL OVER ROCK EA0933'FISH CREEK EA0933 EA0933 STATION RECOVERY (1973) EA0933 EA0933'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EA0933'STATION RECOVERED AS DESCRIBED, ALL REFERENCES CHECK. EA0933 EA0933 STATION RECOVERY (1975) EA0933 EA0933'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0933'1.5 MI SSE FROM WALLACE. EA0933'JONES IS LOCATED APPROXIMATELY 300 FEET SOUTHEAST OF US 117 BRIDGE EA0933'OVER ROCK FISH CREEK AT THE DUPLIN - PENDER COUNTY LINE AND IN EAST EA0933'SHOULDER IN CURVE OF HIGHWAY. 14.9 FT. ENE OF C/L OF US 117, 104.7 EA0933'FT. NW OF 4X4 POST WITH ALUMINUM REF. TAG AND REFLECTOR ON E SHOULDER EA0933'OF US 117, 49.7 FT. SE OF 4X4 POST WITH ALUMINUM REF. TAG AND EA0933'REFLECTOR ON E SHOULDER OF US 117, 91.2 FT. SSE OF PP NO. 1045 WITH EA0933'ALUMINUM REF. TAG ON E SIDE OF US 117, AND 209.4 FT. SE OF SE END OF EA0933'CONCRETE BRIDGE GUARD RAIL OVER ROCK FISH CREEK. DISK IS SET IN EA0933'CONCRETE CYLINDER, 3 INCHES BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1546 *********************************************************************** EA1546 DESIGNATION - KERR EA1546 PID - EA1546 EA1546 STATE/COUNTY- NC/PENDER EA1546 USGS QUAD - HAMPSTEAD (1970) EA1546 EA1546 *CURRENT SURVEY CONTROL EA1546 ___________________________________________________________________ EA1546* NAD 83(1986)- 34 20 01.29226(N) 077 44 51.64992(W) ADJUSTED EA1546* NAVD 88 - 12.90 (+/-2cm) 42.3 (feet) VERTCON EA1546 ___________________________________________________________________ EA1546 LAPLACE CORR- -4.04 (seconds) DEFLEC99 EA1546 GEOID HEIGHT- -37.11 (meters) GEOID03 EA1546 EA1546 HORZ ORDER - SECOND EA1546 VERT ORDER - THIRD (See Below) EA1546 EA1546.The North Carolina HARNS have been completed but, EA1546.due to contractual restrictions, coordinates for these stations EA1546.will NOT be published in the near future. In the interim, the EA1546.published coordinates in North Carolina will not be EA1546.consistent with the Continuously Operating Reference Stations EA1546.(CORS). The HARN coordinates for these stations are available EA1546.upon request. Contact Gary Thompson(919-733-3836). EA1546. EA1546.In addition, the published North Carolina positions EA1546.(NAD 83 (1986)) are NOT consistent with those determined in EA1546.adjacent state readjustments. The discontinuity between stations EA1546.located in North Carolina and those in adjacent states EA1546.which have been adjusted to the HARN may be as much as 5 EA1546.decimeters. This will result in a significant loss of accuracy EA1546.over lines crossing such state borders. EA1546 EA1546 EA1546.The horizontal coordinates were established by classical geodetic methods EA1546.and adjusted by the National Geodetic Survey in January 1988. EA1546 EA1546.The NAVD 88 height was computed by applying the VERTCON shift value to EA1546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA1546.The vertical order pertains to the NGVD 29 superseded value. EA1546 EA1546.The Laplace correction was computed from DEFLEC99 derived deflections. EA1546 EA1546.The geoid height was determined by GEOID03. EA1546 EA1546; North East Units Scale Factor Converg. EA1546;SPC NC - 65,478.199 724,839.058 MT 0.99999990 +0 43 22.1 EA1546;SPC NC - 214,823.06 2,378,076.14 sFT 0.99999990 +0 43 22.1 EA1546;UTM 18 - 3,802,576.277 247,218.630 MT 1.00038771 -1 33 02.0 EA1546 EA1546! - Elev Factor x Scale Factor = Combined Factor EA1546!SPC NC - 1.00000380 x 0.99999990 = 1.00000370 EA1546!UTM 18 - 1.00000380 x 1.00038771 = 1.00039151 EA1546 EA1546|---------------------------------------------------------------------| EA1546| PID Reference Object Distance Geod. Az | EA1546| dddmmss.s | EA1546| EA0483 H 115 80.715 METERS 03018 | EA1546|---------------------------------------------------------------------| EA1546 EA1546 SUPERSEDED SURVEY CONTROL EA1546 EA1546 NGVD 29 (01/20/88) 13.20 (m) 43.3 (f) LEVELING 3 EA1546 EA1546.Superseded values are not recommended for survey control. EA1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1546.See file dsdata.txt to determine how the superseded data were derived. EA1546 EA1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4721902576(NAD 83) EA1546_MARKER: DH = HORIZONTAL CONTROL DISK EA1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1546_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1546_STAMPING: KERR 1984 EA1546_MARK LOGO: NCGS EA1546_MAGNETIC: O = OTHER; SEE DESCRIPTION EA1546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1546+STABILITY: SURFACE MOTION EA1546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1546+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1999 EA1546 EA1546 HISTORY - Date Condition Report By EA1546 HISTORY - 1984 MONUMENTED NCGS EA1546 HISTORY - 19990630 SEE DESCRIPTION NCGS EA1546 HISTORY - 20050312 MARK NOT FOUND USPSQD EA1546 EA1546 STATION DESCRIPTION EA1546 EA1546'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) EA1546'STATION IS LOCATED ABOUT 21.7 KM (13.5 MI) EAST-NORTHEAST OF EA1546'WILMINGTON AND 5.0 KM (3.1 MI) SOUTHWEST OF HAMPSTEAD. EA1546' EA1546'ALONG US 17 FOR 4.8 KM (3.0 MI) SOUTHWEST FROM THE INTERSECTION EA1546'NC 210 (IN HAMPSTEAD), OR 2.2 KM (1.35 MI) NORTHEAST FROM THE EA1546'WESLEYAN METHODIST CHURCH, 62.4 METERS (205 FT) SOUTH-SOUTHWEST OF EA1546'SOIL GRADE CROSSING. EA1546' EA1546'THE STATION IS A STANDARD NCGS DISK STAMPED---KERR 1984---, SET EA1546'IN THE TOP OF ROUND CONCRETE MONUMENT 25 CM IN DIAMETER, RECESSED EA1546'13 CM BELOW GROUND. LOCATED EA1546'6.9 METERS (22.6 FT) SOUTH-SOUTHEAST OF CENTERLINE OF HIGHWAY EA1546'AND--, 7.4 METERS (24.2 FT) NORTH-NORTHWEST OF A 12 INCH PINE, EA1546'8.1 METERS (26.6 FT) WEST-NORTHWEST OF A 10 INCH PINE, EA1546'12.4 METERS (40.8 FT) NORTH-NORTHEAST OF A 10 INCH PINE, AND EA1546'47.3 METERS (55.2 FT) NORTH-NORTHWEST OF A POWER POLE--ALL WITH EA1546'REFERENCE TAGS. EA1546' EA1546'MARK IS ABOUT 0.5 FOOT BELOW CENTERLINE OF HIGHWAY. EA1546' EA1546'BM H 115 IS LOCATED ABOUT 265 FEET NORTHEAST OF STATION EA1546'KERR NCGS. THE MARK IS STANDARD CGS DISK STAMPED--H 115 1963--, EA1546'LOCATED 16.5 METERS (54.0 FT) NORTHWEST OF CENTERLINE OF HIGHWAY, EA1546'AND 21.0 METERS (68.8 FT) NORTHEAST OF RAILROAD CROSSING SIGN WITH EA1546'A REFERENCE TAG. EA1546 EA1546 STATION RECOVERY (1999) EA1546 EA1546'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH) EA1546'NOT FOUND, PROBABLY LOST DUE TO HIGHWAY IMPROVEMENTS. REFERENCES ARE EA1546'GONE. EA1546 EA1546 STATION RECOVERY (2005) EA1546 EA1546'RECOVERY NOTE BY US POWER SQUADRON 2005 EA1546'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AI0874 *********************************************************************** AI0874 DESIGNATION - KOTTAGE AZ MK AI0874 PID - AI0874 AI0874 STATE/COUNTY- NC/PENDER AI0874 USGS QUAD - HOLLY RIDGE (1997) AI0874 AI0874 *CURRENT SURVEY CONTROL AI0874 ___________________________________________________________________ AI0874* NAD 83(1986)- 34 27 41.71360(N) 077 33 38.44351(W) ADJUSTED AI0874* NAVD 88 - 8.4 (meters) 28. (feet) VERT ANG AI0874 ___________________________________________________________________ AI0874 LAPLACE CORR- -2.07 (seconds) DEFLEC99 AI0874 GEOID HEIGHT- -37.32 (meters) GEOID03 AI0874 AI0874 HORZ ORDER - SECOND AI0874 AI0874.The North Carolina HARNS have been completed but, AI0874.due to contractual restrictions, coordinates for these stations AI0874.will NOT be published in the near future. In the interim, the AI0874.published coordinates in North Carolina will not be AI0874.consistent with the Continuously Operating Reference Stations AI0874.(CORS). The HARN coordinates for these stations are available AI0874.upon request. Contact Gary Thompson(919-733-3836). AI0874. AI0874.In addition, the published North Carolina positions AI0874.(NAD 83 (1986)) are NOT consistent with those determined in AI0874.adjacent state readjustments. The discontinuity between stations AI0874.located in North Carolina and those in adjacent states AI0874.which have been adjusted to the HARN may be as much as 5 AI0874.decimeters. This will result in a significant loss of accuracy AI0874.over lines crossing such state borders. AI0874 AI0874 AI0874.The horizontal coordinates were established by classical geodetic methods AI0874.and adjusted by the National Geodetic Survey in July 1999. AI0874 AI0874.The orthometric height was determined by vertical angle observations. AI0874 AI0874.The Laplace correction was computed from DEFLEC99 derived deflections. AI0874 AI0874.The geoid height was determined by GEOID03. AI0874 AI0874; North East Units Scale Factor Converg. AI0874;SPC NC - 79,897.074 741,840.053 MT 0.99996695 +0 49 50.6 AI0874;SPC NC - 262,128.98 2,433,853.57 sFT 0.99996695 +0 49 50.6 AI0874;UTM 18 - 3,816,313.155 264,785.221 MT 1.00028200 -1 26 58.7 AI0874 AI0874! - Elev Factor x Scale Factor = Combined Factor AI0874!SPC NC - 1.00000453 x 0.99996695 = 0.99997148 AI0874!UTM 18 - 1.00000453 x 1.00028200 = 1.00028654 AI0874 AI0874 SUPERSEDED SURVEY CONTROL AI0874 AI0874.No superseded survey control is available for this station. AI0874 AI0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6478516313(NAD 83) AI0874_MARKER: DZ = AZIMUTH MARK DISK AI0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI0874_STAMPING: KOTTAGE 1988 AI0874_MARK LOGO: NCGS AI0874_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AI0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI0874+STABILITY: SURFACE MOTION AI0874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI0874+SATELLITE: SATELLITE OBSERVATIONS - 1988 AI0874 AI0874 HISTORY - Date Condition Report By AI0874 HISTORY - 1988 MONUMENTED NCGS AI0874 AI0874 STATION DESCRIPTION AI0874 AI0874'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB) AI0874'STATION IS LOCATED ABOUT 4.55 KM (2.80 MI) NORTH-NORTHWEST OF SURF AI0874'CITY AND 3.30 KM (2.05 MI) SOUTH OF HOLLY RIDGE. PROCEED ALONG NC 50 AI0874'FOR 4.10 KM (2.55 MI) NORTH FROM THE DRAWBRIDGE OVER THE AIWW IN SURF AI0874'CITY, OR 0.70 KM (0.45 MI) SOUTHWEST FROM THE PENDER/ONSLOW COUNTY AI0874'LINE, THENCE SOUTHEAST ALONG SR 1534 (BELT RD.) FOR 0.25 KM (0.15 MI) AI0874'TO STATION, IN SHOULDER. MARK IS ABOUT LEVEL WITH HIGHWAY AND RECESSED AI0874'2 INCHES BELOW GROUND. LOCATED 4.72 M (15.49 FT) WEST-SOUTHWEST OF THE AI0874'CENTERLINE OF SR 1534, 27.13 M (89.01 FT) NORTHWEST OF THE SOUTHWEST AI0874'CORNER POST OF A WOOD RAIL FENCE, 31.55 M (103.51 FT) SOUTH OF A AI0874'PEDESTAL, AND 24.99 M (81.99 FT) SOUTH-SOUTHEAST OF A POWER POLE WITH AI0874'A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1991 *********************************************************************** EB1991 DESIGNATION - LANIER EB1991 PID - EB1991 EB1991 STATE/COUNTY- NC/PENDER EB1991 USGS QUAD - COSTIN (1984) EB1991 EB1991 *CURRENT SURVEY CONTROL EB1991 ___________________________________________________________________ EB1991* NAD 83(1986)- 34 33 00.40657(N) 078 04 51.54799(W) ADJUSTED EB1991* NAVD 88 - 15.9 (meters) 52. (feet) VERTCON EB1991 ___________________________________________________________________ EB1991 LAPLACE CORR- -3.21 (seconds) DEFLEC99 EB1991 GEOID HEIGHT- -36.02 (meters) GEOID03 EB1991 EB1991 HORZ ORDER - SECOND EB1991 EB1991.The North Carolina HARNS have been completed but, EB1991.due to contractual restrictions, coordinates for these stations EB1991.will NOT be published in the near future. In the interim, the EB1991.published coordinates in North Carolina will not be EB1991.consistent with the Continuously Operating Reference Stations EB1991.(CORS). The HARN coordinates for these stations are available EB1991.upon request. Contact Gary Thompson(919-733-3836). EB1991. EB1991.In addition, the published North Carolina positions EB1991.(NAD 83 (1986)) are NOT consistent with those determined in EB1991.adjacent state readjustments. The discontinuity between stations EB1991.located in North Carolina and those in adjacent states EB1991.which have been adjusted to the HARN may be as much as 5 EB1991.decimeters. This will result in a significant loss of accuracy EB1991.over lines crossing such state borders. EB1991 EB1991 EB1991.The horizontal coordinates were established by classical geodetic methods EB1991.and adjusted by the National Geodetic Survey in July 1986. EB1991 EB1991.The NAVD 88 height was computed by applying the VERTCON shift value to EB1991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB1991 EB1991.The Laplace correction was computed from DEFLEC99 derived deflections. EB1991 EB1991.The geoid height was determined by GEOID03. EB1991 EB1991; North East Units Scale Factor Converg. EB1991;SPC NC - 89,148.701 693,947.279 MT 0.99994702 +0 31 49.5 EB1991;SPC NC - 292,482.03 2,276,725.36 sFT 0.99994702 +0 31 49.5 EB1991;UTM 17 - 3,827,025.735 767,856.211 MT 1.00048444 +1 39 23.2 EB1991;UTM 18 - 3,827,467.641 217,275.895 MT 1.00058536 -1 44 54.5 EB1991 EB1991! - Elev Factor x Scale Factor = Combined Factor EB1991!SPC NC - 1.00000315 x 0.99994702 = 0.99995017 EB1991!UTM 17 - 1.00000315 x 1.00048444 = 1.00048759 EB1991!UTM 18 - 1.00000315 x 1.00058536 = 1.00058851 EB1991 EB1991: Primary Azimuth Mark Grid Az EB1991:SPC NC - TANK 318 20 49.0 EB1991:UTM 17 - TANK 317 13 15.3 EB1991:UTM 18 - TANK 320 37 33.0 EB1991 EB1991|---------------------------------------------------------------------| EB1991| PID Reference Object Distance Geod. Az | EB1991| dddmmss.s | EB1991| EB1989 TANK APPROX. 0.5 KM 3185238.5 | EB1991|---------------------------------------------------------------------| EB1991 EB1991 SUPERSEDED SURVEY CONTROL EB1991 EB1991 NAD 27 - 34 32 59.80236(N) 078 04 52.56971(W) AD( ) 2 EB1991 NGVD 29 (07/19/86) 16.2 (m) 53. (f) VERT ANG EB1991 EB1991.Superseded values are not recommended for survey control. EB1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1991.See file dsdata.txt to determine how the superseded data were derived. EB1991 EB1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6785627026(NAD 83) EB1991_MARKER: DE = TRAVERSE STATION DISK EB1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1991_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB1991_STAMPING: LANIER 1973 EB1991_MARK LOGO: NCGS EB1991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1991+STABILITY: SURFACE MOTION EB1991 EB1991 HISTORY - Date Condition Report By EB1991 HISTORY - 1973 MONUMENTED NCGS EB1991 HISTORY - 1986 MARK NOT FOUND USPSQD EB1991 HISTORY - 20040619 MARK NOT FOUND USPSQD EB1991 EB1991 STATION DESCRIPTION EB1991 EB1991'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB1991'LANIER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB1991'THE VICINITY OF ATKINSON, NORTH CAROLINA. EB1991' EB1991'LANIER IS LOCATED APPROXIMATELY 05.3 MILES ENE OF ATKINSON, AND 08.9 EB1991'MILES WEST OF BURGAW. TO REACH THE STATION FROM THE INTERSECTION OF EB1991'US 421 WITH NC 53 AT WARDS CORNER, PROCEED NORTH ALONG US 421 FOR EB1991'1.2 MILES TO STATION ON THE RIGHT, 1.05 MILES SOUTH OF EB1991'INTERSECTION WITH SR 1121, AND ON THE SOUTH SIDE OF LANIERS EB1991'DRIVEWAY. EB1991' EB1991'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED LANIER EB1991'1973, SET IN THE TOP OF CONCRETE CYLINDER FLUSH WITH THE SURFACE OF EB1991'THE GROUND. EB1991' EB1991'MARK IS EB1991' EB1991'55.4 FEET ENE OF C/L OF US 421. EB1991'14.0 FEET SSE OF C/L OF ASPHALT DRIVEWAY. EB1991'71.0 FEET SW OF SW CORNER OF FRONT PORCH OF 1-1/2 STORY HOME. EB1991'2.5 FEET ENE OF POWER SERVICE POLE NO. 26414. EB1991'33.3 FEET S OF TWO 26 INCH OAKS IN FRONT YARD. EB1991 EB1991 STATION RECOVERY (1986) EB1991 EB1991'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHW) EB1991'MARK NOT FOUND. EB1991 EB1991 STATION RECOVERY (2004) EB1991 EB1991'RECOVERY NOTE BY US POWER SQUADRON 2004 EB1991'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1986 *********************************************************************** EB1986 DESIGNATION - LANIS EB1986 PID - EB1986 EB1986 STATE/COUNTY- NC/PENDER EB1986 USGS QUAD - COSTIN (1984) EB1986 EB1986 *CURRENT SURVEY CONTROL EB1986 ___________________________________________________________________ EB1986* NAD 83(1986)- 34 32 32.86614(N) 078 00 09.09349(W) ADJUSTED EB1986* NAVD 88 - 9.2 (meters) 30. (feet) VERTCON EB1986 ___________________________________________________________________ EB1986 LAPLACE CORR- -3.74 (seconds) DEFLEC99 EB1986 GEOID HEIGHT- -36.20 (meters) GEOID03 EB1986 EB1986 HORZ ORDER - SECOND EB1986 EB1986.The North Carolina HARNS have been completed but, EB1986.due to contractual restrictions, coordinates for these stations EB1986.will NOT be published in the near future. In the interim, the EB1986.published coordinates in North Carolina will not be EB1986.consistent with the Continuously Operating Reference Stations EB1986.(CORS). The HARN coordinates for these stations are available EB1986.upon request. Contact Gary Thompson(919-733-3836). EB1986. EB1986.In addition, the published North Carolina positions EB1986.(NAD 83 (1986)) are NOT consistent with those determined in EB1986.adjacent state readjustments. The discontinuity between stations EB1986.located in North Carolina and those in adjacent states EB1986.which have been adjusted to the HARN may be as much as 5 EB1986.decimeters. This will result in a significant loss of accuracy EB1986.over lines crossing such state borders. EB1986 EB1986 EB1986.The horizontal coordinates were established by classical geodetic methods EB1986.and adjusted by the National Geodetic Survey in July 1986. EB1986 EB1986.The NAVD 88 height was computed by applying the VERTCON shift value to EB1986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB1986 EB1986.The Laplace correction was computed from DEFLEC99 derived deflections. EB1986 EB1986.The geoid height was determined by GEOID03. EB1986 EB1986; North East Units Scale Factor Converg. EB1986;SPC NC - 88,369.653 701,156.500 MT 0.99994865 +0 34 32.6 EB1986;SPC NC - 289,926.10 2,300,377.62 sFT 0.99994865 +0 34 32.6 EB1986;UTM 17 - 3,826,388.085 775,083.394 MT 1.00053282 +1 42 02.5 EB1986;UTM 18 - 3,826,401.867 224,452.829 MT 1.00053596 -1 42 12.8 EB1986 EB1986! - Elev Factor x Scale Factor = Combined Factor EB1986!SPC NC - 1.00000425 x 0.99994865 = 0.99995290 EB1986!UTM 17 - 1.00000425 x 1.00053282 = 1.00053707 EB1986!UTM 18 - 1.00000425 x 1.00053596 = 1.00054021 EB1986 EB1986: Primary Azimuth Mark Grid Az EB1986:SPC NC - MORRIS 109 31 32.2 EB1986:UTM 17 - MORRIS 108 24 02.3 EB1986:UTM 18 - MORRIS 111 48 17.6 EB1986 EB1986|---------------------------------------------------------------------| EB1986| PID Reference Object Distance Geod. Az | EB1986| dddmmss.s | EB1986| EA2962 MORRIS 492.637 METERS 1100604.8 | EB1986|---------------------------------------------------------------------| EB1986 EB1986 SUPERSEDED SURVEY CONTROL EB1986 EB1986 NAD 27 - 34 32 32.26901(N) 078 00 10.12214(W) AD( ) 2 EB1986 NGVD 29 (07/19/86) 9.4 (m) 31. (f) VERT ANG EB1986 EB1986.Superseded values are not recommended for survey control. EB1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1986.See file dsdata.txt to determine how the superseded data were derived. EB1986 EB1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU7508326388(NAD 83) EB1986_MARKER: DE = TRAVERSE STATION DISK EB1986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1986_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB1986_STAMPING: LANIS 1973 EB1986_MARK LOGO: NCGS EB1986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1986+STABILITY: SURFACE MOTION EB1986 EB1986 HISTORY - Date Condition Report By EB1986 HISTORY - 1973 MONUMENTED NCGS EB1986 EB1986 STATION DESCRIPTION EB1986 EB1986'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB1986'LANIS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB1986'VICINITY OF BURGAW, NORTH CAROLINA. EB1986' EB1986'LANIS IS LOCATED APPROXIMATELY 04.6 MILES WEST OF BURGAW, AND 09.5 EB1986'MILES EAST OF ATKINSON. TO REACH STATION FROM THE INTERSECTION OF EB1986'NC 53 (WILMINGTON STREET) WITH SEABOARD COASTLINE R/R IN BURGAW, EB1986'PROCEED WEST ALONG NC 53 FOR 4.35 MILES TO STATION ON THE RIGHT EB1986'SHOULDER OVER DUAL CULVERTS, 0.75 MILES EAST OF INTERSECTION WITH EB1986'SR 1336 AT WESTVIEW UNITED METHODIST CHURCH, AND APPROXIMATELY EB1986'0.15 MILES WEST OF CREEK BRIDGE. EB1986' EB1986'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED LANIS EB1986'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 5 EB1986'INCHES BELOW THE SURFACE OF THE GROUND. EB1986' EB1986'MARK IS EB1986' EB1986'15.8 FEET N OF C/L OF NC 53. EB1986'16.5 FEET WSW OF THE EAST END OF NORTH HEADWALL. EB1986'16.9 FEET SE OF THE WEST END OF NORTH HEADWALL. EB1986'29.9 FEET E OF 4X4 HAZARD SIGN POST W/ALUMINUM REF. TAG. EB1986'69.4 FEET N OF 20 INCHES GUM W/ALUMINUM REF. TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1483 *********************************************************************** EB1483 DESIGNATION - LEAMAN EB1483 PID - EB1483 EB1483 STATE/COUNTY- NC/PENDER EB1483 USGS QUAD - LELAND (1984) EB1483 EB1483 *CURRENT SURVEY CONTROL EB1483 ___________________________________________________________________ EB1483* NAD 83(1986)- 34 20 47.09990(N) 078 00 35.32433(W) ADJUSTED EB1483* NAVD 88 - 10.691 (meters) 35.08 (feet) ADJUSTED EB1483 ___________________________________________________________________ EB1483 LAPLACE CORR- -4.24 (seconds) DEFLEC99 EB1483 GEOID HEIGHT- -36.22 (meters) GEOID03 EB1483 DYNAMIC HT - 10.681 (meters) 35.04 (feet) COMP EB1483 MODELED GRAV- 979,686.2 (mgal) NAVD 88 EB1483 EB1483 HORZ ORDER - SECOND EB1483 VERT ORDER - FIRST CLASS II EB1483 EB1483.The North Carolina HARNS have been completed but, EB1483.due to contractual restrictions, coordinates for these stations EB1483.will NOT be published in the near future. In the interim, the EB1483.published coordinates in North Carolina will not be EB1483.consistent with the Continuously Operating Reference Stations EB1483.(CORS). The HARN coordinates for these stations are available EB1483.upon request. Contact Gary Thompson(919-733-3836). EB1483. EB1483.In addition, the published North Carolina positions EB1483.(NAD 83 (1986)) are NOT consistent with those determined in EB1483.adjacent state readjustments. The discontinuity between stations EB1483.located in North Carolina and those in adjacent states EB1483.which have been adjusted to the HARN may be as much as 5 EB1483.decimeters. This will result in a significant loss of accuracy EB1483.over lines crossing such state borders. EB1483 EB1483 EB1483.The horizontal coordinates were established by classical geodetic methods EB1483.and adjusted by the National Geodetic Survey in November 1990. EB1483 EB1483.The orthometric height was determined by differential leveling EB1483.and adjusted by the National Geodetic Survey in June 1991. EB1483 EB1483.The Laplace correction was computed from DEFLEC99 derived deflections. EB1483 EB1483.The geoid height was determined by GEOID03. EB1483 EB1483.The dynamic height is computed by dividing the NAVD 88 EB1483.geopotential number by the normal gravity value computed on the EB1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1483.degrees latitude (g = 980.6199 gals.). EB1483 EB1483.The modeled gravity was interpolated from observed gravity values. EB1483 EB1483; North East Units Scale Factor Converg. EB1483;SPC NC - 66,617.169 700,704.644 MT 0.99999640 +0 34 17.4 EB1483;SPC NC - 218,559.83 2,298,895.15 sFT 0.99999640 +0 34 17.4 EB1483;UTM 17 - 3,804,618.714 775,057.091 MT 1.00053268 +1 41 17.2 EB1483;UTM 18 - 3,804,672.109 223,137.101 MT 1.00054497 -1 41 57.1 EB1483 EB1483! - Elev Factor x Scale Factor = Combined Factor EB1483!SPC NC - 1.00000401 x 0.99999640 = 1.00000041 EB1483!UTM 17 - 1.00000401 x 1.00053268 = 1.00053669 EB1483!UTM 18 - 1.00000401 x 1.00054497 = 1.00054898 EB1483 EB1483 SUPERSEDED SURVEY CONTROL EB1483 EB1483 NGVD 29 (10/06/93) 10.984 (m) 36.04 (f) ADJUSTED 1 2 EB1483 EB1483.Superseded values are not recommended for survey control. EB1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1483.See file dsdata.txt to determine how the superseded data were derived. EB1483 EB1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU7505704619(NAD 83) EB1483_MARKER: DE = TRAVERSE STATION DISK EB1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1483_SP_SET: CONCRETE POST EB1483_STAMPING: LEAMAN 1980 EB1483_MARK LOGO: NCGS EB1483_PROJECTION: RECESSED 15 CENTIMETERS EB1483_MAGNETIC: O = OTHER; SEE DESCRIPTION EB1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1483+STABILITY: SURFACE MOTION EB1483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB1483+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1994 EB1483 EB1483 HISTORY - Date Condition Report By EB1483 HISTORY - 1980 MONUMENTED NCGS EB1483 HISTORY - 1980 GOOD NCGS EB1483 HISTORY - 19941129 GOOD NCGS EB1483 EB1483 STATION DESCRIPTION EB1483 EB1483'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EB1483'THE STATION IS LOCATED APPROXIMATELY 8.5 MILES NORTH-NORTHWEST OF EB1483'WILMINGTON AND 9.5 MILES SOUTHEAST OF CURRIE. EB1483' EB1483'TO REACH THE STATION FROM THE INTERSECTION OF US 421 WITH THE EB1483'PENDER-NEW HANOVER COUNTY LINE NORTHWEST OF WILMINGTON, PROCEED EB1483'NORTH-NORTHWEST ALONG US 421 FOR 0.9 MILES TO A STATION ON THE LEFT, EB1483'ON THE PROLONGATION OF THE CENTERLINE OF SR 1109. EB1483' EB1483'STATION MARK IS A STANDARD DISK STAMPED---LEAMAN 1980---,SET IN THE EB1483'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND EB1483'SURFACE. THE MARK IS 26.2 FEET WEST-SOUTHWEST OF THE CENTERLINE OF EB1483'THE SOUTHBOUND LANE, 20.2 FEET NORTHEAST OF THE SOUTH END OF A EB1483'CONCRETE CULVERT, 31.5 FEET SOUTHEAST OF THE NORTH END OF A CONCRETE EB1483'CULVERT, 133.0 FEET NORTH-NORTHEAST OF A 24 INCH OAK WITH REFERENCE EB1483'TAG, 87.3 FEET NORTHEAST OF RIGHT-OF-WAY MARKER WITH REFERENCE TAG AND EB1483'119.5 FEET EAST-SOUTHEAST OF A FENCE POST WITH REFERENCE TAG. EB1483 EB1483 STATION RECOVERY (1980) EB1483 EB1483'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EB1483'8.5 MI NNW FROM WILMINGTON. EB1483'0.9 MILE NORTHWEST ALONG U.S. 421 FROM THE PENDER-NEW HANOVER COUNTY EB1483'LINE NORTHWEST OF WILMINGTON, IN WEST SHOULDER OF HIGHWAY ON EB1483'PROLONGATION OF CENTERLINE OF SR 1109, 25.0 FEET SOUTHWEST OF EB1483'CENTERLINE OF SOUTHBOUND LANES, 20.2 FEET NORTHEAST OF SOUTH END OF A EB1483'CULVERT, 31.5 FEET SOUTHEAST OF NORTH END OF A CULVERT, 133 FEET EB1483'NORTH-NORTHEAST OF 24 INCH OAK, 119.5 FEET EAST-SOUTHEAST OF FENCE EB1483'POST WITH REFERENCE TAG AND 87.3 FEET NORTHEAST OF RIGHT OF WAY MARKER EB1483'THE MARK IS 1 FT BELOW HIGHWAY. EB1483 EB1483 STATION RECOVERY (1994) EB1483 EB1483'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (EWB) EB1483'RECOVERED AS DESCRIBED. SR 1109 IS COWPEN LANDING ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2964 *********************************************************************** EA2964 DESIGNATION - LENNON EA2964 PID - EA2964 EA2964 STATE/COUNTY- NC/PENDER EA2964 USGS QUAD - BURGAW (1988) EA2964 EA2964 *CURRENT SURVEY CONTROL EA2964 ___________________________________________________________________ EA2964* NAD 83(1986)- 34 32 20.03952(N) 077 58 12.02238(W) ADJUSTED EA2964* NAVD 88 - 14.1 (meters) 46. (feet) VERTCON EA2964 ___________________________________________________________________ EA2964 LAPLACE CORR- -4.06 (seconds) DEFLEC99 EA2964 GEOID HEIGHT- -36.28 (meters) GEOID03 EA2964 EA2964 HORZ ORDER - SECOND EA2964 EA2964.The North Carolina HARNS have been completed but, EA2964.due to contractual restrictions, coordinates for these stations EA2964.will NOT be published in the near future. In the interim, the EA2964.published coordinates in North Carolina will not be EA2964.consistent with the Continuously Operating Reference Stations EA2964.(CORS). The HARN coordinates for these stations are available EA2964.upon request. Contact Gary Thompson(919-733-3836). EA2964. EA2964.In addition, the published North Carolina positions EA2964.(NAD 83 (1986)) are NOT consistent with those determined in EA2964.adjacent state readjustments. The discontinuity between stations EA2964.located in North Carolina and those in adjacent states EA2964.which have been adjusted to the HARN may be as much as 5 EA2964.decimeters. This will result in a significant loss of accuracy EA2964.over lines crossing such state borders. EA2964 EA2964 EA2964.The horizontal coordinates were established by classical geodetic methods EA2964.and adjusted by the National Geodetic Survey in July 1986. EA2964 EA2964.The NAVD 88 height was computed by applying the VERTCON shift value to EA2964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2964 EA2964.The Laplace correction was computed from DEFLEC99 derived deflections. EA2964 EA2964.The geoid height was determined by GEOID03. EA2964 EA2964; North East Units Scale Factor Converg. EA2964;SPC NC - 88,004.930 704,145.390 MT 0.99994941 +0 35 40.1 EA2964;SPC NC - 288,729.51 2,310,183.67 sFT 0.99994941 +0 35 40.1 EA2964;UTM 18 - 3,825,918.281 227,426.563 MT 1.00051587 -1 41 05.7 EA2964;UTM 17 - 3,826,081.920 778,080.647 MT 1.00055326 +1 43 08.4 EA2964 EA2964! - Elev Factor x Scale Factor = Combined Factor EA2964!SPC NC - 1.00000349 x 0.99994941 = 0.99995290 EA2964!UTM 18 - 1.00000349 x 1.00051587 = 1.00051936 EA2964!UTM 17 - 1.00000349 x 1.00055326 = 1.00055675 EA2964 EA2964: Primary Azimuth Mark Grid Az EA2964:SPC NC - BOWENS 057 35 09.1 EA2964:UTM 18 - BOWENS 059 51 54.9 EA2964:UTM 17 - BOWENS 056 27 40.8 EA2964 EA2964|---------------------------------------------------------------------| EA2964| PID Reference Object Distance Geod. Az | EA2964| dddmmss.s | EA2964| EA2965 BOWENS APPROX. 0.6 KM 0581049.2 | EA2964|---------------------------------------------------------------------| EA2964 EA2964 SUPERSEDED SURVEY CONTROL EA2964 EA2964 NAD 27 - 34 32 19.44317(N) 077 58 13.05388(W) AD( ) 2 EA2964 NGVD 29 (07/19/86) 14.3 (m) 47. (f) VERT ANG EA2964 EA2964.Superseded values are not recommended for survey control. EA2964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2964.See file dsdata.txt to determine how the superseded data were derived. EA2964 EA2964_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD2742725918(NAD 83) EA2964_MARKER: DE = TRAVERSE STATION DISK EA2964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2964_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2964_STAMPING: LENNON 1973 EA2964_MARK LOGO: NCGS EA2964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2964+STABILITY: SURFACE MOTION EA2964 EA2964 HISTORY - Date Condition Report By EA2964 HISTORY - 1973 MONUMENTED NCGS EA2964 EA2964 STATION DESCRIPTION EA2964 EA2964'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EA2964'LENNON IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EA2964'VICINITY OF BURGAW, NORTH CAROLINA. EA2964' EA2964'LENNON IS LOCATED APPROXIMATELY 02.7 MILES WSW OF BURGAW, AND 11.4 EA2964'MILES EAST OF ARKINSON. TO REACH STATION FROM THE INTERSECTION EA2964'OF NC 53 (WILMINGTON STREET) WITH SEABOARD COASTLINE R/R IN BURGAW, EA2964'PROCEED WEST ALONG NC 53 FOR 2.5 MILES TO STATION ON THE LEFT EA2964'BEHIND A TELEPHONE SERVICE BOX, APPROXIMATELY 250 FEET EAST OF EA2964'INTERSECTION WITH SR 1430, AND ABOUT 200 FEET SSW OF A FRAME EA2964'DWELLING. EA2964' EA2964'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK STAMPED LENNON EA2964'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EA2964'FLUSH WITH THE SURFACE OF THE GROUND. EA2964' EA2964'MARK IS EA2964'28.9 FEET S OF C/L OF NC 53. EA2964'3.4 FEET SE OF TELEPHONE SERVICE BOX NO. 52. EA2964'4.2 FEET SSW OF 6 INCHES POST W/ALUMINUM REF. TAG. EA2964'65.8 FEET E OF THE SOUTH PROJECTION OF C/L OF CULVERT UNDER NC 53 EA2964'FOR DITCH (NORTH). 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1974 *********************************************************************** EB1974 DESIGNATION - LIFE EB1974 PID - EB1974 EB1974 STATE/COUNTY- NC/PENDER EB1974 USGS QUAD - WALLACE WEST (1984) EB1974 EB1974 *CURRENT SURVEY CONTROL EB1974 ___________________________________________________________________ EB1974* NAD 83(1986)- 34 39 01.51410(N) 078 03 55.52780(W) ADJUSTED EB1974* NAVD 88 - 21.4 (meters) 70. (feet) VERTCON EB1974 ___________________________________________________________________ EB1974 LAPLACE CORR- -4.02 (seconds) DEFLEC99 EB1974 GEOID HEIGHT- -36.01 (meters) GEOID03 EB1974 EB1974 HORZ ORDER - SECOND EB1974 EB1974.The North Carolina HARNS have been completed but, EB1974.due to contractual restrictions, coordinates for these stations EB1974.will NOT be published in the near future. In the interim, the EB1974.published coordinates in North Carolina will not be EB1974.consistent with the Continuously Operating Reference Stations EB1974.(CORS). The HARN coordinates for these stations are available EB1974.upon request. Contact Gary Thompson(919-733-3836). EB1974. EB1974.In addition, the published North Carolina positions EB1974.(NAD 83 (1986)) are NOT consistent with those determined in EB1974.adjacent state readjustments. The discontinuity between stations EB1974.located in North Carolina and those in adjacent states EB1974.which have been adjusted to the HARN may be as much as 5 EB1974.decimeters. This will result in a significant loss of accuracy EB1974.over lines crossing such state borders. EB1974 EB1974 EB1974.The horizontal coordinates were established by classical geodetic methods EB1974.and adjusted by the National Geodetic Survey in July 1986. EB1974 EB1974.The NAVD 88 height was computed by applying the VERTCON shift value to EB1974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB1974 EB1974.The Laplace correction was computed from DEFLEC99 derived deflections. EB1974 EB1974.The geoid height was determined by GEOID03. EB1974 EB1974; North East Units Scale Factor Converg. EB1974;SPC NC - 100,288.295 695,270.671 MT 0.99992728 +0 32 21.9 EB1974;SPC NC - 329,029.18 2,281,067.19 sFT 0.99992728 +0 32 21.9 EB1974;UTM 17 - 3,838,195.377 768,960.651 MT 1.00049173 +1 40 10.2 EB1974;UTM 18 - 3,838,552.847 219,042.768 MT 1.00057306 -1 44 38.6 EB1974 EB1974! - Elev Factor x Scale Factor = Combined Factor EB1974!SPC NC - 1.00000229 x 0.99992728 = 0.99992957 EB1974!UTM 17 - 1.00000229 x 1.00049173 = 1.00049402 EB1974!UTM 18 - 1.00000229 x 1.00057306 = 1.00057535 EB1974 EB1974: Primary Azimuth Mark Grid Az EB1974:SPC NC - WILD 257 33 02.8 EB1974:UTM 17 - WILD 256 25 14.5 EB1974:UTM 18 - WILD 259 50 03.3 EB1974 EB1974|---------------------------------------------------------------------| EB1974| PID Reference Object Distance Geod. Az | EB1974| dddmmss.s | EB1974| EB1973 WILD APPROX. 1.2 KM 2580524.7 | EB1974|---------------------------------------------------------------------| EB1974 EB1974 SUPERSEDED SURVEY CONTROL EB1974 EB1974 NAD 27 - 34 39 00.90543(N) 078 03 56.56611(W) AD( ) 2 EB1974 NGVD 29 (07/19/86) 21.7 (m) 71. (f) VERT ANG EB1974 EB1974.Superseded values are not recommended for survey control. EB1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1974.See file dsdata.txt to determine how the superseded data were derived. EB1974 EB1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6896138195(NAD 83) EB1974_MARKER: DE = TRAVERSE STATION DISK EB1974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1974_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB1974_STAMPING: LIFE 1973 EB1974_MARK LOGO: NCGS EB1974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1974+STABILITY: SURFACE MOTION EB1974 EB1974 HISTORY - Date Condition Report By EB1974 HISTORY - 1973 MONUMENTED NCGS EB1974 EB1974 STATION DESCRIPTION EB1974 EB1974'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB1974'LIFE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB1974'VICINITY OF PENDERLEA, NORTH CAROLINA. EB1974' EB1974'LIFE IS LOCATED APPROXIMATELY 1.0 MILE SW OF PENDERLEA, AND 10.4 EB1974'MILES NE OF ATKINSON. TO REACH STATION FROM INTERSECTION OF SR 1321 EB1974'AND SR 1326 IN CENTER OF PENDERLEA, PROCEED SW ALONG SR 1321 FOR EB1974'1.05 MILES TO STATION ON LEFT ACROSS A DITCH AND 0.3 MILES SW OF EB1974'INTERSECTION WITH SR 1333 (SOUTH). EB1974' EB1974'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED LIFE EB1974'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3 EB1974'INCHES ABOVE THE GROUND. EB1974' EB1974'MARK IS EB1974' EB1974'33.3 FEET S OF C/L OF SR 1321. EB1974'3.8 FEET N OF 6 INCH PINE W/ALUMINUM REF. TAG. EB1974'23.8 FEET W OF 12 INCH PINE W/ALUMINUM REF. TAG. EB1974'29.5 FEET NE OF 8 INCH PINE W/ALUMINUM REF. TAG. EB1974'28.4 FEET N OF 14 INCH OAK. EB1974' EB1974'221 JJS IS A USGS BENCH MARK LOCATED 0.3 MILES WEST OF CENTER OF EB1974'PENDERLEA IN THE NW QUADRANT OF THE INTERSECTION OF SR 1321 AND SR EB1974'1328 0.25 MILES WEST OF NCGS STATION PENDERLEA AND 0.75 MILES EAST EB1974'OF NCGS STATION LIFE, 29.2 FEET NNW OF C/L OF SR 1321, 46.5 FEET EB1974'WSW C/L OF SR 1328, 22.2 FEET SSW OF SOUTH END OF CULVERT UNDER EB1974'SR 1328, AND 16.6 FEET SOUTH OF A 6X6 FENCE POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2517 *********************************************************************** EA2517 DESIGNATION - LINE MARK ONE NEAR TOWER TWO EA2517 PID - EA2517 EA2517 STATE/COUNTY- NC/PENDER EA2517 USGS QUAD - HOLLY RIDGE (1997) EA2517 EA2517 *CURRENT SURVEY CONTROL EA2517 ___________________________________________________________________ EA2517* NAD 83(1986)- 34 22 54.22103(N) 077 36 45.42455(W) ADJUSTED EA2517* NAVD 88 - 1. (meters) 3. (feet) SCALED EA2517 ___________________________________________________________________ EA2517 LAPLACE CORR- -3.11 (seconds) DEFLEC99 EA2517 GEOID HEIGHT- -37.35 (meters) GEOID03 EA2517 EA2517 HORZ ORDER - SECOND EA2517 EA2517.The North Carolina HARNS have been completed but, EA2517.due to contractual restrictions, coordinates for these stations EA2517.will NOT be published in the near future. In the interim, the EA2517.published coordinates in North Carolina will not be EA2517.consistent with the Continuously Operating Reference Stations EA2517.(CORS). The HARN coordinates for these stations are available EA2517.upon request. Contact Gary Thompson(919-733-3836). EA2517. EA2517.In addition, the published North Carolina positions EA2517.(NAD 83 (1986)) are NOT consistent with those determined in EA2517.adjacent state readjustments. The discontinuity between stations EA2517.located in North Carolina and those in adjacent states EA2517.which have been adjusted to the HARN may be as much as 5 EA2517.decimeters. This will result in a significant loss of accuracy EA2517.over lines crossing such state borders. EA2517 EA2517 EA2517.The horizontal coordinates were established by classical geodetic methods EA2517.and adjusted by the National Geodetic Survey in July 1986. EA2517 EA2517.The orthometric height was scaled from a topographic map. EA2517 EA2517.The Laplace correction was computed from DEFLEC99 derived deflections. EA2517 EA2517.The geoid height was determined by GEOID03. EA2517 EA2517; North East Units Scale Factor Converg. EA2517;SPC NC - 70,971.438 737,192.217 MT 0.99998695 +0 48 02.7 EA2517;SPC NC - 232,845.46 2,418,604.80 sFT 0.99998695 +0 48 02.7 EA2517;UTM 18 - 3,807,576.575 259,784.589 MT 1.00031133 -1 28 33.8 EA2517 EA2517! - Elev Factor x Scale Factor = Combined Factor EA2517!SPC NC - 1.00000575 x 0.99998695 = 0.99999270 EA2517!UTM 18 - 1.00000575 x 1.00031133 = 1.00031709 EA2517 EA2517 SUPERSEDED SURVEY CONTROL EA2517 EA2517 NAD 27 - 34 22 53.61376(N) 077 36 46.52266(W) AD( ) 2 EA2517 EA2517.Superseded values are not recommended for survey control. EA2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2517.See file dsdata.txt to determine how the superseded data were derived. EA2517 EA2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5978507577(NAD 83) EA2517_MARKER: DR = REFERENCE MARK DISK EA2517_SETTING: 0 = UNSPECIFIED SETTING EA2517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA2517_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EA2517+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2005 EA2517 EA2517 HISTORY - Date Condition Report By EA2517 HISTORY - 1962 MONUMENTED CGS EA2517 HISTORY - 20050315 GOOD USPSQD EA2517 EA2517 STATION DESCRIPTION EA2517 EA2517'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 EA2517'STATION IS 13.07 FEET FROM STATION TOWER TWO IN THE EA2517'DIRECTION OF TOWER ONE. THE DISK IS A STANDARD REFERENCE MARK EA2517'DISK STAMPED ONE. EA2517' EA2517'TO REACH STATION TOWER TWO FROM THE HOLLY RIDGE POST OFFICE, GO EA2517'SOUTHWEST ON U.S. HIGHWAY 17 FOR 0.1 MILE, TURN LEFT BETWEEN EA2517'TWO BRICK PILLARS ON A BLACK TOP ROAD FOR 4.85 MILES TO SEARS EA2517'LANDING AND BRIDGE. CONTINUE STRAIGHT AHEAD ACROSS BRIDGE FOR EA2517'0.5 MILE TO T-ROAD. TURN RIGHT AND GO 5.0 MILES TO A SIDE ROAD EA2517'RIGHT. TURN RIGHT AND GO 0.1 MILE TO A WHITE CONCRETE TOWER EA2517'AND STATION TOWER TWO ON THE LEFT AS DESCRIBED. EA2517 EA2517 STATION RECOVERY (2005) EA2517 EA2517'RECOVERY NOTE BY US POWER SQUADRON 2005 (PKH) EA2517'REFERENCE MARK IS SET IN THE CONCRETE APRON SURROUNDING TOWER TWO, EA2517'FLUSH WITH THE GROUND, NEAR THE SE CORNER OF THE TOWER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2518 *********************************************************************** EA2518 DESIGNATION - LINE MARK THREE NEAR TOWER TWO EA2518 PID - EA2518 EA2518 STATE/COUNTY- NC/PENDER EA2518 USGS QUAD - HOLLY RIDGE (1997) EA2518 EA2518 *CURRENT SURVEY CONTROL EA2518 ___________________________________________________________________ EA2518* NAD 83(1986)- 34 22 54.23903(N) 077 36 45.44751(W) ADJUSTED EA2518* NAVD 88 - 1. (meters) 3. (feet) SCALED EA2518 ___________________________________________________________________ EA2518 LAPLACE CORR- -3.11 (seconds) DEFLEC99 EA2518 GEOID HEIGHT- -37.35 (meters) GEOID03 EA2518 EA2518 HORZ ORDER - SECOND EA2518 EA2518.The North Carolina HARNS have been completed but, EA2518.due to contractual restrictions, coordinates for these stations EA2518.will NOT be published in the near future. In the interim, the EA2518.published coordinates in North Carolina will not be EA2518.consistent with the Continuously Operating Reference Stations EA2518.(CORS). The HARN coordinates for these stations are available EA2518.upon request. Contact Gary Thompson(919-733-3836). EA2518. EA2518.In addition, the published North Carolina positions EA2518.(NAD 83 (1986)) are NOT consistent with those determined in EA2518.adjacent state readjustments. The discontinuity between stations EA2518.located in North Carolina and those in adjacent states EA2518.which have been adjusted to the HARN may be as much as 5 EA2518.decimeters. This will result in a significant loss of accuracy EA2518.over lines crossing such state borders. EA2518 EA2518 EA2518.The horizontal coordinates were established by classical geodetic methods EA2518.and adjusted by the National Geodetic Survey in July 1986. EA2518 EA2518.The orthometric height was scaled from a topographic map. EA2518 EA2518.The Laplace correction was computed from DEFLEC99 derived deflections. EA2518 EA2518.The geoid height was determined by GEOID03. EA2518 EA2518; North East Units Scale Factor Converg. EA2518;SPC NC - 70,971.985 737,191.622 MT 0.99998695 +0 48 02.7 EA2518;SPC NC - 232,847.25 2,418,602.85 sFT 0.99998695 +0 48 02.7 EA2518;UTM 18 - 3,807,577.145 259,784.016 MT 1.00031133 -1 28 33.8 EA2518 EA2518! - Elev Factor x Scale Factor = Combined Factor EA2518!SPC NC - 1.00000575 x 0.99998695 = 0.99999270 EA2518!UTM 18 - 1.00000575 x 1.00031133 = 1.00031709 EA2518 EA2518 SUPERSEDED SURVEY CONTROL EA2518 EA2518 NAD 27 - 34 22 53.63185(N) 077 36 46.54562(W) AD( ) 2 EA2518 EA2518.Superseded values are not recommended for survey control. EA2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2518.See file dsdata.txt to determine how the superseded data were derived. EA2518 EA2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5978407577(NAD 83) EA2518_MARKER: DR = REFERENCE MARK DISK EA2518_SETTING: 0 = UNSPECIFIED SETTING EA2518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA2518 EA2518 HISTORY - Date Condition Report By EA2518 HISTORY - 1962 MONUMENTED CGS EA2518 HISTORY - 20050315 MARK NOT FOUND USPSQD EA2518 EA2518 STATION DESCRIPTION EA2518 EA2518'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 EA2518'STATION IS 13.33 FEET FROM STATION TOWER TOWER TWO EA2518'OPPOSITE THE DIRECTION OF TOWER THREE. THE DISK IS A STANDARD EA2518'REFERENCE MARK DISK STAMPED THREE. EA2518' EA2518'TO REACH STATION TOWER TWO FROM THE HOLLY RIDGE POST OFFICE, GO EA2518'SOUTHWEST ON U.S. HIGHWAY 17 FOR 0.1 MILE, TURN LEFT BETWEEN EA2518'TWO BRICK PILLARS ON A BLACK TOP ROAD FOR 4.85 MILES TO SEARS EA2518'LANDING AND BRIDGE. CONTINUE STRAIGHT AHEAD ACROSS BRIDGE FOR EA2518'0.5 MILE TO T-ROAD. TURN RIGHT AND GO 5.0 MILES TO A SIDE ROAD EA2518'RIGHT. TURN RIGHT AND GO 0.1 MILE TO A WHITE CONCRETE TOWER EA2518'AND STATION TOWER TWO ON THE LEFT AS DESCRIBED. EA2518 EA2518 STATION RECOVERY (2005) EA2518 EA2518'RECOVERY NOTE BY US POWER SQUADRON 2005 (PKH) EA2518'COORDINATES PLACE REFERENCE MARK 2.65 FEET NW OF EA2517. EA2517 WAS EA2518'RECOVERED IN GOOD CONDITION. 2.65 FEET NW OF EA2517 IS A HOLE IN THE EA2518'WALL OF TOWER TWO APPROXIMATELY 2 FEET FROM THE GROUND. THIS HOLE IS EA2518'THE PROBABLE UNSPECIFIED SETTING FOR THE MISSING REFERENCE MARK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1036 *********************************************************************** EA1036 DESIGNATION - LISA EA1036 PID - EA1036 EA1036 STATE/COUNTY- NC/PENDER EA1036 USGS QUAD - PIN HOOK (1981) EA1036 EA1036 *CURRENT SURVEY CONTROL EA1036 ___________________________________________________________________ EA1036* NAD 83(1986)- 34 37 46.54020(N) 077 46 27.29605(W) ADJUSTED EA1036* NAVD 88 - 4.951 (meters) 16.24 (feet) ADJUSTED EA1036 ___________________________________________________________________ EA1036 LAPLACE CORR- -3.47 (seconds) DEFLEC99 EA1036 GEOID HEIGHT- -36.73 (meters) GEOID03 EA1036 DYNAMIC HT - 4.946 (meters) 16.23 (feet) COMP EA1036 MODELED GRAV- 979,672.0 (mgal) NAVD 88 EA1036 EA1036 HORZ ORDER - SECOND EA1036 VERT ORDER - SECOND CLASS II EA1036 EA1036.The North Carolina HARNS have been completed but, EA1036.due to contractual restrictions, coordinates for these stations EA1036.will NOT be published in the near future. In the interim, the EA1036.published coordinates in North Carolina will not be EA1036.consistent with the Continuously Operating Reference Stations EA1036.(CORS). The HARN coordinates for these stations are available EA1036.upon request. Contact Gary Thompson(919-733-3836). EA1036. EA1036.In addition, the published North Carolina positions EA1036.(NAD 83 (1986)) are NOT consistent with those determined in EA1036.adjacent state readjustments. The discontinuity between stations EA1036.located in North Carolina and those in adjacent states EA1036.which have been adjusted to the HARN may be as much as 5 EA1036.decimeters. This will result in a significant loss of accuracy EA1036.over lines crossing such state borders. EA1036 EA1036 EA1036.The horizontal coordinates were established by classical geodetic methods EA1036.and adjusted by the National Geodetic Survey in July 1986. EA1036 EA1036.The orthometric height was determined by differential leveling EA1036.and adjusted by the National Geodetic Survey in June 1991. EA1036 EA1036.The Laplace correction was computed from DEFLEC99 derived deflections. EA1036 EA1036.The geoid height was determined by GEOID03. EA1036 EA1036.The dynamic height is computed by dividing the NAVD 88 EA1036.geopotential number by the normal gravity value computed on the EA1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1036.degrees latitude (g = 980.6199 gals.). EA1036 EA1036.The modeled gravity was interpolated from observed gravity values. EA1036 EA1036; North East Units Scale Factor Converg. EA1036;SPC NC - 98,268.740 721,989.092 MT 0.99993113 +0 42 26.9 EA1036;SPC NC - 322,403.36 2,368,725.88 sFT 0.99993113 +0 42 26.9 EA1036;UTM 18 - 3,835,468.325 245,674.233 MT 1.00039732 -1 34 38.5 EA1036 EA1036! - Elev Factor x Scale Factor = Combined Factor EA1036!SPC NC - 1.00000499 x 0.99993113 = 0.99993612 EA1036!UTM 18 - 1.00000499 x 1.00039732 = 1.00040231 EA1036 EA1036: Primary Azimuth Mark Grid Az EA1036:SPC NC - MONA 067 28 34.8 EA1036:UTM 18 - MONA 069 45 40.2 EA1036 EA1036|---------------------------------------------------------------------| EA1036| PID Reference Object Distance Geod. Az | EA1036| dddmmss.s | EA1036| EA1045 MONA APPROX. 1.2 KM 0681101.7 | EA1036|---------------------------------------------------------------------| EA1036 EA1036 SUPERSEDED SURVEY CONTROL EA1036 EA1036 NAD 27 - 34 37 45.93433(N) 077 46 28.35906(W) AD( ) 2 EA1036 NGVD 29 (??/??/92) 5.251 (m) 17.23 (f) ADJ UNCH 2 2 EA1036 EA1036.Superseded values are not recommended for survey control. EA1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1036.See file dsdata.txt to determine how the superseded data were derived. EA1036 EA1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4567435468(NAD 83) EA1036_MARKER: DD = SURVEY DISK EA1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1036_STAMPING: LISA 1974 EA1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1036+STABILITY: SURFACE MOTION EA1036 EA1036 HISTORY - Date Condition Report By EA1036 HISTORY - 1974 MONUMENTED NCGS EA1036 HISTORY - 1975 GOOD NCGS EA1036 EA1036 STATION DESCRIPTION EA1036 EA1036'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA1036'LISA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA1036'THE VICINITY OF BURGAW, NORTH CAROLINA. EA1036' EA1036'LISA IS LOCATED APPROXIMATELY 10.0 MILES ENE OF BURGAW AND 5.1 EA1036'MILES WSW OF MAPLE HILL. TO REACH STATION FROM INTERSECTION OF EA1036'NC 53 AND NC 50 NORTHWEST OF MAPLE HILL, PROCEED WESTERLY ALONG EA1036'NC 53 FOR 5.0 MILES TO STATION ON LEFT IN SOUTH SHOULDER, NEAR A EA1036'TELEPHONE PEDESTAL, 3.2 MILES SOUTHWEST OF A BRIDGE OVER ANGOLA EA1036'CREEK, AND 1.95 MILES NORTHEAST OF INTERSECTION WITH SR 1523. EA1036' EA1036'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1036'LISA 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EA1036'IS 8 INCHES BELOW THE SURFACE OF THE GROUND. EA1036' EA1036'MARK IS 16.4 FT S OF C/L OF NC 53 EA1036' EA1036'69.6 FT S OF PP WITH ALUMINUM REF. TAG EA1036' EA1036'42.0 FT N OF SUPPORT POLE WITH ALUMINUM REF. TAG EA1036' EA1036'88.5 FT NE OF TELEPHONE PEDESTAL EA1036' EA1036'41.7 FT NW OF 12 INCH PINE WITH ALUMINUM REF. TAG EA1036' EA1036'44.3 FT NE OF 10 INCH PINE EA1036 EA1036 STATION RECOVERY (1975) EA1036 EA1036'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA1036'5.1 MI WSW FROM MAPLE HILL. EA1036'STATION IS LOCATED APPROXIMATELY 10.0 MILES ENE OF BURGAW. TO REACH EA1036'STATION FROM THE INTERSECTION OF NC 53 AND NC 50 NORTHWEST OF MAPLE EA1036'HILL, PROCEED WESTERLY ALONG NC 53 FOR 5.0 MILES TO STATION ON LEFT IN EA1036'SOUTH SHOULDER, NEAR A TELEPHONE PEDESTAL, 3.2 MILES SOUTHWEST OF A EA1036'BRIDGE OVER ANGOLA CREEK, AND 1.95 MILES NORTHEAST OF INTERSECTION EA1036'WITH SR 1523. 16.4 FT. S OF C/L OF NC 53, 69.6 FT. S OF PP WITH EA1036'ALUMINUM REF. TAG, 42.0 FT. N OF SUPPORT POLE WITH ALUMINUM REF. TAG, EA1036'88.5 FT. NE OF TELEPHONE PEDESTAL, 41.7 FT. NW OF 12 INCH PINE WITH EA1036'ALUMINUM REF. TAG AND 44.3 FT. NE OF 10 INCH PINE WITH ALUMINUM REF. EA1036'TAG. DISK IS SET IN CONCRETE CYLINDER, 8 INCHES BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0920 *********************************************************************** EA0920 DESIGNATION - LONE EA0920 PID - EA0920 EA0920 STATE/COUNTY- NC/PENDER EA0920 USGS QUAD - WALLACE EAST (1981) EA0920 EA0920 *CURRENT SURVEY CONTROL EA0920 ___________________________________________________________________ EA0920* NAD 83(1986)- 34 39 02.88725(N) 077 55 27.18178(W) ADJUSTED EA0920* NAVD 88 - 17.725 (meters) 58.15 (feet) ADJUSTED EA0920 ___________________________________________________________________ EA0920 LAPLACE CORR- -3.89 (seconds) DEFLEC99 EA0920 GEOID HEIGHT- -36.37 (meters) GEOID03 EA0920 DYNAMIC HT - 17.708 (meters) 58.10 (feet) COMP EA0920 MODELED GRAV- 979,675.4 (mgal) NAVD 88 EA0920 EA0920 HORZ ORDER - SECOND EA0920 VERT ORDER - SECOND CLASS II EA0920 EA0920.The North Carolina HARNS have been completed but, EA0920.due to contractual restrictions, coordinates for these stations EA0920.will NOT be published in the near future. In the interim, the EA0920.published coordinates in North Carolina will not be EA0920.consistent with the Continuously Operating Reference Stations EA0920.(CORS). The HARN coordinates for these stations are available EA0920.upon request. Contact Gary Thompson(919-733-3836). EA0920. EA0920.In addition, the published North Carolina positions EA0920.(NAD 83 (1986)) are NOT consistent with those determined in EA0920.adjacent state readjustments. The discontinuity between stations EA0920.located in North Carolina and those in adjacent states EA0920.which have been adjusted to the HARN may be as much as 5 EA0920.decimeters. This will result in a significant loss of accuracy EA0920.over lines crossing such state borders. EA0920 EA0920 EA0920.The horizontal coordinates were established by classical geodetic methods EA0920.and adjusted by the National Geodetic Survey in July 1986. EA0920 EA0920.The orthometric height was determined by differential leveling EA0920.and adjusted by the National Geodetic Survey in June 1991. EA0920 EA0920.The Laplace correction was computed from DEFLEC99 derived deflections. EA0920 EA0920.The geoid height was determined by GEOID03. EA0920 EA0920.The dynamic height is computed by dividing the NAVD 88 EA0920.geopotential number by the normal gravity value computed on the EA0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0920.degrees latitude (g = 980.6199 gals.). EA0920 EA0920.The modeled gravity was interpolated from observed gravity values. EA0920 EA0920; North East Units Scale Factor Converg. EA0920;SPC NC - 100,461.670 708,213.738 MT 0.99992721 +0 37 15.3 EA0920;SPC NC - 329,598.00 2,323,531.24 sFT 0.99992721 +0 37 15.3 EA0920;UTM 18 - 3,838,210.063 231,990.248 MT 1.00048543 -1 39 49.0 EA0920;UTM 17 - 3,838,624.132 781,905.652 MT 1.00057964 +1 44 59.9 EA0920 EA0920! - Elev Factor x Scale Factor = Combined Factor EA0920!SPC NC - 1.00000293 x 0.99992721 = 0.99993014 EA0920!UTM 18 - 1.00000293 x 1.00048543 = 1.00048836 EA0920!UTM 17 - 1.00000293 x 1.00057964 = 1.00058257 EA0920 EA0920: Primary Azimuth Mark Grid Az EA0920:SPC NC - SHACK 331 11 43.9 EA0920:UTM 18 - SHACK 333 28 48.2 EA0920:UTM 17 - SHACK 330 03 59.3 EA0920 EA0920|---------------------------------------------------------------------| EA0920| PID Reference Object Distance Geod. Az | EA0920| dddmmss.s | EA0920| EA2968 BRICK 313.007 METERS 13445 | EA0920| EA0921 SHACK APPROX. 0.6 KM 3314859.2 | EA0920|---------------------------------------------------------------------| EA0920 EA0920 SUPERSEDED SURVEY CONTROL EA0920 EA0920 NAD 27 - 34 39 02.29120(N) 077 55 28.22973(W) AD( ) 2 EA0920 NGVD 29 (??/??/92) 18.012 (m) 59.09 (f) ADJ UNCH 2 2 EA0920 EA0920.Superseded values are not recommended for survey control. EA0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0920.See file dsdata.txt to determine how the superseded data were derived. EA0920 EA0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3199038210(NAD 83) EA0920_MARKER: DD = SURVEY DISK EA0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0920_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0920_STAMPING: LONE 1968 EA0920 EA0920 HISTORY - Date Condition Report By EA0920 HISTORY - 1968 MONUMENTED NCGS EA0920 HISTORY - 1975 GOOD NCGS EA0920 EA0920 STATION DESCRIPTION EA0920 EA0920'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0920'LONE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA0920'IN THE VICINITY OF WALLACE, NORTH CAROLINA. EA0920' EA0920'LONE IS LOCATED APPROXIMATELY 7.0 MILES SOUTHEAST OF THE EA0920'CENTER OF WALLACE. TO REACH STATION PROCEED FROM THE EA0920'INTERSECTION OF NC 11 WITH U.S. 11M SOUTH OF ROCK FISH CREEK, EA0920'GO SOUTH ON U.S. 117 FOR 5.35 MILES TO STATION. WHICH IS IN EA0920'CURVE ON EAST SHOULDER OF U.S. 117, IN LINE BETWEEN PP EA0920'16064 AND HIGHWAY, 0.2 MILE NORTH OF INTERSECTION OF EA0920'SR 1502 WITH HIGHWAY AND 2.1 MILES SOUTH OF INTERSECTION OF EA0920'SR 1315. EA0920' EA0920'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0920'LONE 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA0920'WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EA0920' EA0920'MARK IS EA0920' EA0920'17.7 FT ENE OF C/L OF U.S. 117 EA0920' EA0920'90.2 FT ENE OF PP 894 ON W SIDE OF U.S. 117, AND WITH EA0920'ALUMINUM REF. TAG EA0920' EA0920'65.3 FT WSW OF PP 16064 ON E SIDE OF U.S. 117, AND WITH EA0920'ALUMINUM REF. TAG EA0920' EA0920'98.3 FT NW OF 18 INCH CEDAR TREE IN FRONT OF ONE STORY FRAME EA0920'HOUSE, AND WITH ALUMINUM REF. TAG EA0920' EA0920'119.0 FT NW OF NW CORNER OF ONE STORY FRAME HOUSE EA0920 EA0920 STATION RECOVERY (1975) EA0920 EA0920'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0920'2.3 MI E FROM WATHA. EA0920'LONE IS LOCATED APPROXIMATELY 7.0 MILES NORTH OF BURGAW. TO REACH EA0920'STATION FROM THE BRIDGE OVER ROCK FISH CREEK AT THE DUPLIN - PENDER EA0920'COUNTY LINE, PROCEED SOUTH ON US 117 FOR 5.75 MILES TO STATION IN EA0920'CURVE IN EAST SHOULDER OF HIGHWAY, AND 0.2 MILE NORTH OF INTERSECTION EA0920'WITH SR 1502. 17.7 FT. ENE OF C/L OF US 117, 65.3 FT. WSW OF PP NO. EA0920'16064 WITH ALUMINUM REF. TAG, 90.2 FT. ENE OF PP NO. 894 WITH ALUMINUM EA0920'REF. TAG ON W SIDE OF US 117, 98.3 FT. NW OF 18 INCH CEDAR TREE WITH EA0920'ALUMINUM REF. TAG IN FRONT OF ONE STORY FRAME HOUSE, AND 119.0 FT. NW EA0920'OF NW CORNER OF ONE STORY FRAME HOUSE. DISK IS SET IN CONCRETE EA0920'CYLINDER, 4 INCHES BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2090 *********************************************************************** EB2090 DESIGNATION - LONG EB2090 PID - EB2090 EB2090 STATE/COUNTY- NC/PENDER EB2090 USGS QUAD - CURRIE (1988) EB2090 EB2090 *CURRENT SURVEY CONTROL EB2090 ___________________________________________________________________ EB2090* NAD 83(1986)- 34 29 52.07671(N) 078 03 15.06418(W) ADJUSTED EB2090* NAVD 88 - 14.3 (meters) 47. (feet) VERTCON EB2090 ___________________________________________________________________ EB2090 LAPLACE CORR- -3.43 (seconds) DEFLEC99 EB2090 GEOID HEIGHT- -36.07 (meters) GEOID03 EB2090 EB2090 HORZ ORDER - SECOND EB2090 EB2090.The North Carolina HARNS have been completed but, EB2090.due to contractual restrictions, coordinates for these stations EB2090.will NOT be published in the near future. In the interim, the EB2090.published coordinates in North Carolina will not be EB2090.consistent with the Continuously Operating Reference Stations EB2090.(CORS). The HARN coordinates for these stations are available EB2090.upon request. Contact Gary Thompson(919-733-3836). EB2090. EB2090.In addition, the published North Carolina positions EB2090.(NAD 83 (1986)) are NOT consistent with those determined in EB2090.adjacent state readjustments. The discontinuity between stations EB2090.located in North Carolina and those in adjacent states EB2090.which have been adjusted to the HARN may be as much as 5 EB2090.decimeters. This will result in a significant loss of accuracy EB2090.over lines crossing such state borders. EB2090 EB2090 EB2090.The horizontal coordinates were established by classical geodetic methods EB2090.and adjusted by the National Geodetic Survey in July 1986. EB2090 EB2090.The NAVD 88 height was computed by applying the VERTCON shift value to EB2090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2090 EB2090.The Laplace correction was computed from DEFLEC99 derived deflections. EB2090 EB2090.The geoid height was determined by GEOID03. EB2090 EB2090; North East Units Scale Factor Converg. EB2090;SPC NC - 83,369.069 696,462.263 MT 0.99995851 +0 32 45.2 EB2090;SPC NC - 273,520.02 2,284,976.61 sFT 0.99995851 +0 32 45.2 EB2090;UTM 17 - 3,821,293.489 770,485.585 MT 1.00050190 +1 40 10.0 EB2090;UTM 18 - 3,821,588.945 219,560.603 MT 1.00056951 -1 43 51.4 EB2090 EB2090! - Elev Factor x Scale Factor = Combined Factor EB2090!SPC NC - 1.00000341 x 0.99995851 = 0.99996192 EB2090!UTM 17 - 1.00000341 x 1.00050190 = 1.00050531 EB2090!UTM 18 - 1.00000341 x 1.00056951 = 1.00057292 EB2090 EB2090: Primary Azimuth Mark Grid Az EB2090:SPC NC - UNION 333 57 59.8 EB2090:UTM 17 - UNION 332 50 35.0 EB2090:UTM 18 - UNION 336 14 36.4 EB2090 EB2090|---------------------------------------------------------------------| EB2090| PID Reference Object Distance Geod. Az | EB2090| dddmmss.s | EB2090| EB1981 UNION APPROX. 1.0 KM 3343045.0 | EB2090|---------------------------------------------------------------------| EB2090 EB2090 SUPERSEDED SURVEY CONTROL EB2090 EB2090 NAD 27 - 34 29 51.47339(N) 078 03 16.08368(W) AD( ) 2 EB2090 NGVD 29 (07/19/86) 14.6 (m) 48. (f) VERT ANG EB2090 EB2090.Superseded values are not recommended for survey control. EB2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2090.See file dsdata.txt to determine how the superseded data were derived. EB2090 EB2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU7048621293(NAD 83) EB2090_MARKER: DE = TRAVERSE STATION DISK EB2090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2090_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2090_STAMPING: LONG 1973 EB2090_MARK LOGO: NCGS EB2090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2090+STABILITY: SURFACE MOTION EB2090 EB2090 HISTORY - Date Condition Report By EB2090 HISTORY - 1973 MONUMENTED NCGS EB2090 HISTORY - 1980 GOOD LOCSUR EB2090 EB2090 STATION DESCRIPTION EB2090 EB2090'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB2090'LONG IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2090'VICINITY OF CURRIE, NORTH CAROLINA. EB2090' EB2090'LONG IS LOCATED APPROXIMATELY 3.6 MILES NE OF CURRIE, AND 8.3 MILES EB2090'WSW OF BURGAW. TO REACH THE STATION FROM INTERSECTION OF US 421 AND EB2090'NC 210 EAST AT CURRIE. PROCEED NORTH ALONG US 421 FOR 2.8 MILES TO EB2090'A WOODS LANE EAST AND STATION 0.2 MILES SOUTH OF LONG CREEK BAPTIST EB2090'CHURCH, ON RIGHT SHOULDER AT NORTH EDGE OF LANE ENTRANCE. EB2090' EB2090'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED LONG EB2090'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2 EB2090'INCHES BELOW THE SURFACE OF THE GROUND. EB2090' EB2090'MARK IS EB2090' EB2090'31.4 FEET E OF C/L OF US 421. EB2090'9.4 FEET S OF C/L OF WOODS LANE (EAST). EB2090'71.7 FEET NNW OF ALUMINUM REF. TAG ON PP NO. 13327. EB2090'46.0 FEET WNW OF ALUMINUM REF. TAG ON 12 INCH PINE TREE. EB2090'17.6 FEET WNW OF THE (SOUTH) END OF 16 INCH CULVERT UNDER DIRT EB2090'DRIVEWAY. EB2090 EB2090 STATION RECOVERY (1980) EB2090 EB2090'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 EB2090'LONG 1973 RECOVERED GOOD. EB2090' EB2090'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.6 MI NE OF CURRIE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2548 *********************************************************************** EA2548 DESIGNATION - LONG POINT 2 EA2548 PID - EA2548 EA2548 STATE/COUNTY- NC/PENDER EA2548 USGS QUAD - HAMPSTEAD (1970) EA2548 EA2548 *CURRENT SURVEY CONTROL EA2548 ___________________________________________________________________ EA2548* NAD 83(1986)- 34 20 11.78105(N) 077 42 18.49351(W) ADJUSTED EA2548* NAVD 88 - 1. (meters) 3. (feet) SCALED EA2548 ___________________________________________________________________ EA2548 LAPLACE CORR- -3.77 (seconds) DEFLEC99 EA2548 GEOID HEIGHT- -37.22 (meters) GEOID03 EA2548 EA2548 HORZ ORDER - THIRD EA2548 EA2548.The North Carolina HARNS have been completed but, EA2548.due to contractual restrictions, coordinates for these stations EA2548.will NOT be published in the near future. In the interim, the EA2548.published coordinates in North Carolina will not be EA2548.consistent with the Continuously Operating Reference Stations EA2548.(CORS). The HARN coordinates for these stations are available EA2548.upon request. Contact Gary Thompson(919-733-3836). EA2548. EA2548.In addition, the published North Carolina positions EA2548.(NAD 83 (1986)) are NOT consistent with those determined in EA2548.adjacent state readjustments. The discontinuity between stations EA2548.located in North Carolina and those in adjacent states EA2548.which have been adjusted to the HARN may be as much as 5 EA2548.decimeters. This will result in a significant loss of accuracy EA2548.over lines crossing such state borders. EA2548 EA2548 EA2548.The horizontal coordinates were established by classical geodetic methods EA2548.and adjusted by the National Geodetic Survey in July 1986. EA2548 EA2548.The orthometric height was scaled from a topographic map. EA2548 EA2548.The Laplace correction was computed from DEFLEC99 derived deflections. EA2548 EA2548.The geoid height was determined by GEOID03. EA2548 EA2548; North East Units Scale Factor Converg. EA2548;SPC NC - 65,851.592 728,749.452 MT 0.99999910 +0 44 50.5 EA2548;SPC NC - 216,048.10 2,390,905.49 sFT 0.99999910 +0 44 50.5 EA2548;UTM 18 - 3,802,794.323 251,142.234 MT 1.00036344 -1 31 35.9 EA2548 EA2548! - Elev Factor x Scale Factor = Combined Factor EA2548!SPC NC - 1.00000573 x 0.99999910 = 1.00000483 EA2548!UTM 18 - 1.00000573 x 1.00036344 = 1.00036917 EA2548 EA2548: Primary Azimuth Mark Grid Az EA2548:SPC NC - WOW 121 27 19.5 EA2548:UTM 18 - WOW 123 43 45.9 EA2548 EA2548|---------------------------------------------------------------------| EA2548| PID Reference Object Distance Geod. Az | EA2548| dddmmss.s | EA2548| EA2535 BEACON 30 APPROX. 0.9 KM 0275406.6 | EA2548| EA2560 WOW APPROX. 2.5 KM 1221210.0 | EA2548| EA2536 BEACON 33 APPROX. 0.8 KM 1912211.9 | EA2548|---------------------------------------------------------------------| EA2548 EA2548 SUPERSEDED SURVEY CONTROL EA2548 EA2548 NAD 27 - 34 20 11.17200(N) 077 42 19.57300(W) AD( ) 3 EA2548 EA2548.Superseded values are not recommended for survey control. EA2548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2548.See file dsdata.txt to determine how the superseded data were derived. EA2548 EA2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5114202794(NAD 83) EA2548_MARKER: DS = TRIANGULATION STATION DISK EA2548_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE EA2548_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EA2548_MARK LOGO: CGS EA2548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA2548 EA2548 HISTORY - Date Condition Report By EA2548 HISTORY - 1914 MONUMENTED CGS EA2548 HISTORY - 1927 GOOD NCGS EA2548 HISTORY - 1933 GOOD CGS EA2548 HISTORY - 1962 MARK NOT FOUND CGS EA2548 HISTORY - 1964 MARK NOT FOUND CGS EA2548 EA2548 STATION DESCRIPTION EA2548 EA2548'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS) EA2548'STATION IS ABOUT 1-3/4 MILES W FROM OLD TOPSAIL INLET, ON EA2548'LONG POINT, ABOUT 10 YARDS E OF A HOUSE AND 10 YARDS FROM EA2548'HIGH-WATER MARK. EA2548' EA2548'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN EA2548'CONCRETE AT THE CENTER OF THE TOP OF A TILE. EA2548' EA2548'THE REFERENCE MARK LOCATED NEAR THE HIGH-WATER LINE, IS A EA2548'TILE FILLED WITH AND SET IN CEMENT, 21.2 METERS (69.6 FEET) EA2548'FROM THE STATION TOWARDS THE LANDING. THE FIRST OAK TREE N OF EA2548'THE LANDING IS BLAZED AND IS ABOUT 3 YARDS FROM THE REFERENCE EA2548'MARK. EA2548 EA2548 STATION RECOVERY (1927) EA2548 EA2548'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1927 EA2548'STATION RECOVERED AS DESCRIBED. DESCRIPTION IS ADEQUATE. STATION EA2548'IS ON THE PROPERTY OWNED BY J.S. KING. STATION IS ON THE SW SIDE OF EA2548'ROAD LEADING TO LANDING AND ABOUT 15 FEET AWAY, ALSO ABOUT 60 FEET EA2548'NW OF A TWO-STORY GARAGE. THERE IS ALSO A SMALL HOUSE ABOUT SW EA2548'APPROXIMATELY 60 FEET FROM STATION. EA2548 EA2548 STATION RECOVERY (1933) EA2548 EA2548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JAB) EA2548'STATION RECOVERED IN GOOD CONDITION. THE TOP OF THE REFERENCE EA2548'MARK WAS FOUND BROKEN OFF. IT WAS RECAPPED AND A NEW BRONZE EA2548'DISK INSERTED. THE STATION IS 25 YARDS NW OF HIGH-WATER LINE EA2548'NEAR THE BRUSH COVERED CENTER OF THE POINT AND 5 YARDS SW OF EA2548'AN ALMOST OVERGROWN ROAD. EA2548' EA2548'THE REFERENCE MARK DESCRIBED IS 4 YARDS NE OF A LARGE LEANING EA2548'AND ROTTING OAK TREE AND IS SW OF THE LANDING AT ABOUT EA2548'HIGH-WATER MARK AND 21.7 METERS SE OF THE STATION MARK. THERE EA2548'IS AN OLD HOUSE AT THE LANDING 20 YARDS E OF THE STATION AND EA2548'AN OLD SHACK 10 YARDS W OF THE STATION. EA2548 EA2548 STATION RECOVERY (1962) EA2548 EA2548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB) EA2548'THIS STATION WAS NOT RECOVERED BUT IT MAY STILL BE IN PLACE EA2548'AND COVERED BY A FILL AT THE WASHINGTON ACRES EA2548'DEVELOPMENT. THE DEVELOPER OF THE LAND REPORTED THAT HE HAD EA2548'SEEN THE MARK BUT THOUGHT IT WAS COVERED BY FILLED EARTH. THERE EA2548'WERE NOT ENOUGH REFERENCES TO MAKE A RECOVERY. EA2548 EA2548 STATION RECOVERY (1964) EA2548 EA2548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA2548'LOST. STATION SEARCHED FOR BUT NOT RECOVERED. PEOPLE LIVING EA2548'IN THE AREA EXPRESSED THE BELIEF THAT THE STATION HAD BEEN EA2548'WASHED AWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1972 *********************************************************************** EB1972 DESIGNATION - LOU EB1972 PID - EB1972 EB1972 STATE/COUNTY- NC/PENDER EB1972 USGS QUAD - WALLACE WEST (1984) EB1972 EB1972 *CURRENT SURVEY CONTROL EB1972 ___________________________________________________________________ EB1972* NAD 83(1986)- 34 38 30.18387(N) 078 05 16.32536(W) ADJUSTED EB1972* NAVD 88 - 20.3 (meters) 67. (feet) VERTCON EB1972 ___________________________________________________________________ EB1972 LAPLACE CORR- -4.05 (seconds) DEFLEC99 EB1972 GEOID HEIGHT- -35.96 (meters) GEOID03 EB1972 EB1972 HORZ ORDER - SECOND EB1972 EB1972.The North Carolina HARNS have been completed but, EB1972.due to contractual restrictions, coordinates for these stations EB1972.will NOT be published in the near future. In the interim, the EB1972.published coordinates in North Carolina will not be EB1972.consistent with the Continuously Operating Reference Stations EB1972.(CORS). The HARN coordinates for these stations are available EB1972.upon request. Contact Gary Thompson(919-733-3836). EB1972. EB1972.In addition, the published North Carolina positions EB1972.(NAD 83 (1986)) are NOT consistent with those determined in EB1972.adjacent state readjustments. The discontinuity between stations EB1972.located in North Carolina and those in adjacent states EB1972.which have been adjusted to the HARN may be as much as 5 EB1972.decimeters. This will result in a significant loss of accuracy EB1972.over lines crossing such state borders. EB1972 EB1972 EB1972.The horizontal coordinates were established by classical geodetic methods EB1972.and adjusted by the National Geodetic Survey in July 1986. EB1972 EB1972.The NAVD 88 height was computed by applying the VERTCON shift value to EB1972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB1972 EB1972.The Laplace correction was computed from DEFLEC99 derived deflections. EB1972 EB1972.The geoid height was determined by GEOID03. EB1972 EB1972; North East Units Scale Factor Converg. EB1972;SPC NC - 99,303.827 693,222.254 MT 0.99992887 +0 31 35.2 EB1972;SPC NC - 325,799.31 2,274,346.68 sFT 0.99992887 +0 31 35.2 EB1972;UTM 17 - 3,837,170.133 766,930.917 MT 1.00047832 +1 39 22.9 EB1972 EB1972! - Elev Factor x Scale Factor = Combined Factor EB1972!SPC NC - 1.00000245 x 0.99992887 = 0.99993132 EB1972!UTM 17 - 1.00000245 x 1.00047832 = 1.00048077 EB1972 EB1972: Primary Azimuth Mark Grid Az EB1972:SPC NC - WILD 051 15 12.8 EB1972:UTM 17 - WILD 050 07 25.1 EB1972 EB1972|---------------------------------------------------------------------| EB1972| PID Reference Object Distance Geod. Az | EB1972| dddmmss.s | EB1972| EB1973 WILD APPROX. 1.2 KM 0514648.0 | EB1972|---------------------------------------------------------------------| EB1972 EB1972 SUPERSEDED SURVEY CONTROL EB1972 EB1972 NAD 27 - 34 38 29.57451(N) 078 05 17.36036(W) AD( ) 2 EB1972 NGVD 29 (07/19/86) 20.6 (m) 68. (f) VERT ANG EB1972 EB1972.Superseded values are not recommended for survey control. EB1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1972.See file dsdata.txt to determine how the superseded data were derived. EB1972 EB1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6693137170(NAD 83) EB1972_MARKER: DE = TRAVERSE STATION DISK EB1972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1972_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB1972_STAMPING: LOU 1973 EB1972_MARK LOGO: NCGS EB1972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1972+STABILITY: SURFACE MOTION EB1972 EB1972 HISTORY - Date Condition Report By EB1972 HISTORY - 1973 MONUMENTED NCGS EB1972 EB1972 STATION DESCRIPTION EB1972 EB1972'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB1972'LOU IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB1972'VICINITY OF PENDERLEA, NORTH CAROLINA. EB1972' EB1972'LOU IS LOCATED APPROXIMATELY 2.4 MILES WSW OF PENDERLEA, AND 9.2 EB1972'MILES NNE OF ATKINSON. TO REACH STATION FROM INTERSECTION OF SR EB1972'1321 AND SR 1326 IN CENTER OF PENDERLEA, PROCEED WSW ALONG SR 1321 EB1972'FOR 2.5 MILES TO STATION ON LEFT SHOULDER, 1.25 MILES ENE OF EB1972'INTERSECTION WITH US 421, AND 3 FEET NORTH OF PROJECTION OF C/L EB1972'OF SR 1321 FROM WEST. EB1972' EB1972'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED LOU EB1972'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 8 EB1972'INCHES BELOW THE SURFACE OF THE GROUND. EB1972' EB1972'MARK IS EB1972' EB1972'11.8 FEET SE OF C/L OF SR 1321. EB1972'37.6 FEET N OF 16 INCH PINE W/ALUMINUM REF. TAG. EB1972'18.2 FEET NW OF 20 INCH PINE W/ALUMINUM REF. TAG. EB1972'45.2 FEET W OF 14 INCH PINE W/ALUMINUM REF. TAG. EB1972'95.4 FEET WSW OF SOUTH END OF CULVERT UNDER SR 1321. EB1972'105 FEET WSW OF PP NO. 4204 W/ALUMINUM REF. TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2549 *********************************************************************** EA2549 DESIGNATION - MALLORY EA2549 PID - EA2549 EA2549 STATE/COUNTY- NC/PENDER EA2549 USGS QUAD - HAMPSTEAD (1970) EA2549 EA2549 *CURRENT SURVEY CONTROL EA2549 ___________________________________________________________________ EA2549* NAD 83(1986)- 34 18 01.06122(N) 077 42 31.37474(W) ADJUSTED EA2549* NAVD 88 - 2. (meters) 7. (feet) SCALED EA2549 ___________________________________________________________________ EA2549 LAPLACE CORR- -3.46 (seconds) DEFLEC99 EA2549 GEOID HEIGHT- -37.31 (meters) GEOID03 EA2549 EA2549 HORZ ORDER - THIRD EA2549 EA2549.The North Carolina HARNS have been completed but, EA2549.due to contractual restrictions, coordinates for these stations EA2549.will NOT be published in the near future. In the interim, the EA2549.published coordinates in North Carolina will not be EA2549.consistent with the Continuously Operating Reference Stations EA2549.(CORS). The HARN coordinates for these stations are available EA2549.upon request. Contact Gary Thompson(919-733-3836). EA2549. EA2549.In addition, the published North Carolina positions EA2549.(NAD 83 (1986)) are NOT consistent with those determined in EA2549.adjacent state readjustments. The discontinuity between stations EA2549.located in North Carolina and those in adjacent states EA2549.which have been adjusted to the HARN may be as much as 5 EA2549.decimeters. This will result in a significant loss of accuracy EA2549.over lines crossing such state borders. EA2549 EA2549 EA2549.The horizontal coordinates were established by classical geodetic methods EA2549.and adjusted by the National Geodetic Survey in July 1986. EA2549 EA2549.The orthometric height was scaled from a topographic map. EA2549 EA2549.The Laplace correction was computed from DEFLEC99 derived deflections. EA2549 EA2549.The geoid height was determined by GEOID03. EA2549 EA2549; North East Units Scale Factor Converg. EA2549;SPC NC - 61,819.709 728,472.619 MT 1.00000931 +0 44 43.0 EA2549;SPC NC - 202,820.16 2,389,997.25 sFT 1.00000931 +0 44 43.0 EA2549;UTM 18 - 3,798,775.144 250,705.535 MT 1.00036613 -1 31 38.0 EA2549 EA2549! - Elev Factor x Scale Factor = Combined Factor EA2549!SPC NC - 1.00000559 x 1.00000931 = 1.00001490 EA2549!UTM 18 - 1.00000559 x 1.00036613 = 1.00037172 EA2549 EA2549: Primary Azimuth Mark Grid Az EA2549:SPC NC - LONG POINT 2 003 55 40.3 EA2549:UTM 18 - LONG POINT 2 006 12 01.3 EA2549 EA2549|---------------------------------------------------------------------| EA2549| PID Reference Object Distance Geod. Az | EA2549| dddmmss.s | EA2549| EA2536 BEACON 33 APPROX. 3.2 KM 0030145.0 | EA2549| EA2548 LONG POINT 2 APPROX. 4.0 KM 0044023.3 | EA2549| EA2535 BEACON 30 APPROX. 4.9 KM 0085640.4 | EA2549| EA3563 MALLORY RM 1 13.650 METERS 23513 | EA2549| EA2561 100 APPROX. 2.5 KM 2863804.0 | EA2549| EA2537 BEACON 37 APPROX. 2.4 KM 3235934.1 | EA2549|---------------------------------------------------------------------| EA2549 EA2549 SUPERSEDED SURVEY CONTROL EA2549 EA2549 NAD 27 - 34 18 00.45200(N) 077 42 32.45400(W) AD( ) 3 EA2549 EA2549.Superseded values are not recommended for survey control. EA2549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2549.See file dsdata.txt to determine how the superseded data were derived. EA2549 EA2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC5070698775(NAD 83) EA2549_MARKER: DS = TRIANGULATION STATION DISK EA2549_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EA2549_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EA2549 EA2549 HISTORY - Date Condition Report By EA2549 HISTORY - 1933 MONUMENTED CGS EA2549 HISTORY - 1963 MARK NOT FOUND CGS EA2549 EA2549 STATION DESCRIPTION EA2549 EA2549'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (JAB) EA2549'THIS STATION IS 500 YARDS NE OF RICH INLET, ON THE FIRST GROUP OF EA2549'HIGH DUNES N OF INLET, 200 YARDS FROM BEACH LINE, AND 50 YARDS EA2549'E OF HIGH-WATER LINE OF GREEN CHANNEL. EA2549' EA2549'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN EA2549'CONCRETE AT THE CENTER OF THE TOP OF TILE WHICH ARE EMBEDDED IN THE EA2549'GROUND. BOTH MARKS ARE SET IN EA2549'8-INCH TILE, AND PROJECT 8 INCHES ABOVE SURFACE OF THE GROUND. EA2549' EA2549'REFERENCE MARK IS ON A DUNE OF THE SAME HEIGHT AS THE STATION MARK. EA2549' EA2549'HEIGHT OF SIGNAL ABOVE STATION MARK - 4 METERS. EA2549 EA2549 STATION RECOVERY (1963) EA2549 EA2549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW) EA2549'LOST. SEARCHED FOR NEAR THE PLOTTED POSITION, BUT NO TRACE OF THE EA2549'STATION COULD BE FOUND. MOST OF THE DUNES IN THIS AREA HAVE EA2549'BEEN WASHED AWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1474 *********************************************************************** EB1474 DESIGNATION - MALPASS EB1474 PID - EB1474 EB1474 STATE/COUNTY- NC/PENDER EB1474 USGS QUAD - CURRIE (1988) EB1474 EB1474 *CURRENT SURVEY CONTROL EB1474 ___________________________________________________________________ EB1474* NAD 83(1986)- 34 25 18.81923(N) 078 03 02.18122(W) ADJUSTED EB1474* NAVD 88 - 10.416 (meters) 34.17 (feet) ADJUSTED EB1474 ___________________________________________________________________ EB1474 LAPLACE CORR- -3.87 (seconds) DEFLEC99 EB1474 GEOID HEIGHT- -36.07 (meters) GEOID03 EB1474 DYNAMIC HT - 10.406 (meters) 34.14 (feet) COMP EB1474 MODELED GRAV- 979,685.1 (mgal) NAVD 88 EB1474 EB1474 HORZ ORDER - SECOND EB1474 VERT ORDER - FIRST CLASS II EB1474 EB1474.The North Carolina HARNS have been completed but, EB1474.due to contractual restrictions, coordinates for these stations EB1474.will NOT be published in the near future. In the interim, the EB1474.published coordinates in North Carolina will not be EB1474.consistent with the Continuously Operating Reference Stations EB1474.(CORS). The HARN coordinates for these stations are available EB1474.upon request. Contact Gary Thompson(919-733-3836). EB1474. EB1474.In addition, the published North Carolina positions EB1474.(NAD 83 (1986)) are NOT consistent with those determined in EB1474.adjacent state readjustments. The discontinuity between stations EB1474.located in North Carolina and those in adjacent states EB1474.which have been adjusted to the HARN may be as much as 5 EB1474.decimeters. This will result in a significant loss of accuracy EB1474.over lines crossing such state borders. EB1474 EB1474 EB1474.The horizontal coordinates were established by classical geodetic methods EB1474.and adjusted by the National Geodetic Survey in July 1986. EB1474 EB1474.The orthometric height was determined by differential leveling EB1474.and adjusted by the National Geodetic Survey in June 1991. EB1474 EB1474.The Laplace correction was computed from DEFLEC99 derived deflections. EB1474 EB1474.The geoid height was determined by GEOID03. EB1474 EB1474.The dynamic height is computed by dividing the NAVD 88 EB1474.geopotential number by the normal gravity value computed on the EB1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1474.degrees latitude (g = 980.6199 gals.). EB1474 EB1474.The modeled gravity was interpolated from observed gravity values. EB1474 EB1474; North East Units Scale Factor Converg. EB1474;SPC NC - 74,952.685 696,871.426 MT 0.99997665 +0 32 52.7 EB1474;SPC NC - 245,907.27 2,286,319.00 sFT 0.99997665 +0 32 52.7 EB1474;UTM 17 - 3,812,882.221 771,059.770 MT 1.00050575 +1 40 05.7 EB1474;UTM 18 - 3,813,157.882 219,635.365 MT 1.00056901 -1 43 32.1 EB1474 EB1474! - Elev Factor x Scale Factor = Combined Factor EB1474!SPC NC - 1.00000403 x 0.99997665 = 0.99998068 EB1474!UTM 17 - 1.00000403 x 1.00050575 = 1.00050978 EB1474!UTM 18 - 1.00000403 x 1.00056901 = 1.00057304 EB1474 EB1474: Primary Azimuth Mark Grid Az EB1474:SPC NC - BASE 000 48 44.7 EB1474:UTM 17 - BASE 359 41 31.7 EB1474:UTM 18 - BASE 003 05 09.5 EB1474 EB1474|---------------------------------------------------------------------| EB1474| PID Reference Object Distance Geod. Az | EB1474| dddmmss.s | EB1474| EB2087 BASE APPROX. 1.1 KM 0012137.4 | EB1474|---------------------------------------------------------------------| EB1474 EB1474 SUPERSEDED SURVEY CONTROL EB1474 EB1474 NAD 27 - 34 25 18.21434(N) 078 03 03.20820(W) AD( ) 2 EB1474 NGVD 29 (10/06/93) 10.702 (m) 35.11 (f) ADJUSTED 1 2 EB1474 EB1474.Superseded values are not recommended for survey control. EB1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1474.See file dsdata.txt to determine how the superseded data were derived. EB1474 EB1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU7106012882(NAD 83) EB1474_MARKER: DE = TRAVERSE STATION DISK EB1474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1474_SP_SET: CONCRETE POST EB1474_STAMPING: MALPASS 1973 EB1474_MARK LOGO: NCGS EB1474_PROJECTION: RECESSED 15 CENTIMETERS EB1474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1474+STABILITY: SURFACE MOTION EB1474 EB1474 HISTORY - Date Condition Report By EB1474 HISTORY - 1973 MONUMENTED NCGS EB1474 HISTORY - 1980 GOOD NCGS EB1474 HISTORY - 1980 GOOD NCGS EB1474 HISTORY - 1985 GOOD USPSQD EB1474 EB1474 STATION DESCRIPTION EB1474 EB1474'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB1474'MALPASS IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB1474'VICINITY OF CURRIE, NORTH CAROLINA. EB1474' EB1474'MALPASS IS LOCATED APPROXIMATELY 04.0 MILES SE OF CURRIE, AND 14.2 EB1474'MILES NW OF WILMINGTON. TO REACH THE STATION FROM INTERSECTION OF EB1474'US 421 AND NC 210 EAST OF CURRIE. PROCEED SOUTH ALONG US 421 FOR EB1474'2.45 MILES TO STATION ON THE RIGHT SHOULDER IN FRONT OF MALPASS EB1474'HOME. 0.1 MILE SOUTH OF INTERSECTION WITH SR 1112 (WEST). EB1474' EB1474'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED, MALPASS EB1474'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 6 EB1474'INCHES BELOW THE SURFACE OF THE GROUND. EB1474' EB1474'MARK IS EB1474' EB1474'23.4 FEET W OF C/L OF US 421. EB1474'58.6 FEET S OF C/L OF DRIVE TO MALPASS RESIDENCE. EB1474'118.0 FEET SSE OF BRACE PP W/ALUMINUM REF. TAG. EB1474'96.0 FEET NE OF PP NO. 18065 W/ALUMINUM REF. TAG. EB1474'97.7 FEET N OF TELEPHONE SERVICE BOX. EB1474'34.7 FEET ENE OF THE SE CORNER FENCE POST OF MALPASS YARD. EB1474 EB1474 STATION RECOVERY (1980) EB1474 EB1474'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EB1474'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. DELETE EB1474'REFERENCES OF A BRACE POWER POLE AND CORNER FENCE POST OF MALPASS EB1474'YARD. THE MARK IS 50.9 FEET EAST OF RIGHT-OF-WAY FENCE POST WITH EB1474'REFERENCE TAG AND 85.3 FEET SOUTHEAST OF RIGHT-OF-WAY MARKER. EB1474 EB1474 STATION RECOVERY (1980) EB1474 EB1474'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EB1474'4.0 MI SE FROM CURRIE. EB1474'2.45 MILES SOUTH ALONG U.S. 421 FROM INTERSECTION WITH N.C. 210 EAST EB1474'OF CURRIE, IN WEST SHOULDER OF HIGHWAY, AT DRIVEWAY TO MALPASS HOME EB1474'AND 0.1 MILE SOUTH OF SR 1112, 23.4 FEET WEST OF CENTERLINE OF EB1474'SOUTHBOUND LANES, 58.6 FEET SOUTH OF CENTERLINE OF DRIVE, 96.0 FEET EB1474'NORTHEAST OF POWER POLE 18065 WITH REFERENCE TAG, 97.7 FEET NORTH OF EB1474'TELEPHONE SERVICE BOX, 85.3 FEET SOUTHEAST OF RIGHT OF WAY MARKER AND EB1474'50.9 FEET EAST OF RIGHT OF WAY FENCE POST WITH REFERENCE TAG. EB1474'THE MARK IS 1 FT BELOW HIGHWAY. EB1474 EB1474 STATION RECOVERY (1985) EB1474 EB1474'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EB1474'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1044 *********************************************************************** EA1044 DESIGNATION - MARSHBURN EA1044 PID - EA1044 EA1044 STATE/COUNTY- NC/PENDER EA1044 USGS QUAD - MAPLE HILL (1981) EA1044 EA1044 *CURRENT SURVEY CONTROL EA1044 ___________________________________________________________________ EA1044* NAD 83(1986)- 34 40 37.90394(N) 077 43 08.73338(W) ADJUSTED EA1044* NAVD 88 - 9.218 (meters) 30.24 (feet) ADJUSTED EA1044 ___________________________________________________________________ EA1044 LAPLACE CORR- -3.14 (seconds) DEFLEC99 EA1044 GEOID HEIGHT- -36.81 (meters) GEOID03 EA1044 DYNAMIC HT - 9.209 (meters) 30.21 (feet) COMP EA1044 MODELED GRAV- 979,672.8 (mgal) NAVD 88 EA1044 EA1044 HORZ ORDER - SECOND EA1044 VERT ORDER - SECOND CLASS II EA1044 EA1044.The North Carolina HARNS have been completed but, EA1044.due to contractual restrictions, coordinates for these stations EA1044.will NOT be published in the near future. In the interim, the EA1044.published coordinates in North Carolina will not be EA1044.consistent with the Continuously Operating Reference Stations EA1044.(CORS). The HARN coordinates for these stations are available EA1044.upon request. Contact Gary Thompson(919-733-3836). EA1044. EA1044.In addition, the published North Carolina positions EA1044.(NAD 83 (1986)) are NOT consistent with those determined in EA1044.adjacent state readjustments. The discontinuity between stations EA1044.located in North Carolina and those in adjacent states EA1044.which have been adjusted to the HARN may be as much as 5 EA1044.decimeters. This will result in a significant loss of accuracy EA1044.over lines crossing such state borders. EA1044 EA1044 EA1044.The horizontal coordinates were established by classical geodetic methods EA1044.and adjusted by the National Geodetic Survey in July 1986. EA1044 EA1044.The orthometric height was determined by differential leveling EA1044.and adjusted by the National Geodetic Survey in June 1991. EA1044 EA1044.The Laplace correction was computed from DEFLEC99 derived deflections. EA1044 EA1044.The geoid height was determined by GEOID03. EA1044 EA1044.The dynamic height is computed by dividing the NAVD 88 EA1044.geopotential number by the normal gravity value computed on the EA1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1044.degrees latitude (g = 980.6199 gals.). EA1044 EA1044.The modeled gravity was interpolated from observed gravity values. EA1044 EA1044; North East Units Scale Factor Converg. EA1044;SPC NC - 103,612.348 726,977.913 MT 0.99992252 +0 44 21.5 EA1044;SPC NC - 339,934.85 2,385,093.37 sFT 0.99992252 +0 44 21.5 EA1044;UTM 18 - 3,840,611.026 250,874.588 MT 1.00036503 -1 32 52.2 EA1044 EA1044! - Elev Factor x Scale Factor = Combined Factor EA1044!SPC NC - 1.00000433 x 0.99992252 = 0.99992685 EA1044!UTM 18 - 1.00000433 x 1.00036503 = 1.00036936 EA1044 EA1044: Primary Azimuth Mark Grid Az EA1044:SPC NC - POWERS 112 56 48.8 EA1044:UTM 18 - POWERS 115 14 02.5 EA1044 EA1044|---------------------------------------------------------------------| EA1044| PID Reference Object Distance Geod. Az | EA1044| dddmmss.s | EA1044| EA1073 POWERS 463.757 METERS 1134110.3 | EA1044| EA1007 DRIVEWAY 283.900 METERS 32132 | EA1044|---------------------------------------------------------------------| EA1044 EA1044 SUPERSEDED SURVEY CONTROL EA1044 EA1044 NAD 27 - 34 40 37.29713(N) 077 43 09.81211(W) AD( ) 2 EA1044 NGVD 29 (??/??/92) 9.521 (m) 31.24 (f) ADJ UNCH 2 2 EA1044 EA1044.Superseded values are not recommended for survey control. EA1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1044.See file dsdata.txt to determine how the superseded data were derived. EA1044 EA1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5087540611(NAD 83) EA1044_MARKER: DD = SURVEY DISK EA1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1044_STAMPING: MARSHBURN 1974 EA1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1044+STABILITY: SURFACE MOTION EA1044 EA1044 HISTORY - Date Condition Report By EA1044 HISTORY - 1974 MONUMENTED NCGS EA1044 HISTORY - 1975 GOOD NCGS EA1044 HISTORY - 1986 GOOD USPSQD EA1044 EA1044 STATION DESCRIPTION EA1044 EA1044'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA1044'MARSHBURN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA1044'IN THE VICINITY OF BURGAW, NORTH CAROLINA. EA1044' EA1044'MARSHBURN IS LOCATED APPROXIMATELY 14.6 MILES NE OF BURGAW, AND EA1044'1.7 MILE NW OF MAPLE HILL. TO REACH STATION FROM INTERSECTION OF EA1044'NC 50 WITH NC 53 NW OF MAPLE HILL, PROCEED NW ALONG NC 50 FOR 0.55 EA1044'MILE TO STATION ON LEFT, NEAR THE NW CORNER OF THE YARD AREA FOR EA1044'THE SMALLER OF TWO HOUSES. 2.55 MILES SOUTHEAST FROM EA1044'INTERSECTION WITH SR 1525. EA1044' EA1044'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1044'MARSHBURN 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA1044'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EA1044' EA1044'MARK IS 26.9 FT SW OF C/L OF NC 50 EA1044' EA1044'58.2 FT NW OF C/L OF DRIVE BETWEEN TWO HOUSES EA1044' EA1044'24.9 FT N OF 24 IN PINE TREE WITH ALUMINUM REF. TAG EA1044' EA1044'103.8 FT S OF TP WITH ALUMINUM REF. TAG NEAR PEDESTAL ACROSS EA1044'HIGHWAY EA1044' EA1044'139.0 FT NW OF TP WITH ALUMINUM REF. TAG ON GROUNDS OF LARGER HOUSE EA1044 EA1044 STATION RECOVERY (1975) EA1044 EA1044'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA1044'1.7 MI NW FROM MAPLE HILL. EA1044'TO REACH STATION FROM INTERSECTION OF NC 50 WITH NC 53 NW OF MAPLE EA1044'HILL, PROCEED NW ALONG NC 50 FOR 0.55 MILE TO STATION ON LEFT, NEAR EA1044'THE NW CORNER OF THE YARD AREA FOR THE SMALLER OF TWO HOUSES, AND 2.55 EA1044'MILES SOUTHEAST FROM INTERSECTION WITH SR 1525. 26.9 FT. SW OF C/L OF EA1044'NC 50, 58.2 FT. NW OF C/L OF DRIVE BETWEEN TWO HOUSES, 24.9 FT. NORTH EA1044'OF 24 IN. PINE TREE WITH ALUMINUM REF. TAG, 103.8 FT. SOUTH OF TP WITH EA1044'ALUMINUM REF. TAG NEAR PEDESTAL ACROSS HIGHWAY, AND 139.0 FT. NW OF TP EA1044'WITH ALUMINUM REF. TAG ON GROUNDS OF LARGER HOUSE. DISK IS SET IN TOP EA1044'OF CONCRETE CYLINDER, 2 INCHES BELOW THE SURFACE OF THE GROUND. EA1044 EA1044 STATION RECOVERY (1986) EA1044 EA1044'RECOVERY NOTE BY US POWER SQUADRON 1986 (HW) EA1044'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1547 *********************************************************************** EA1547 DESIGNATION - MARTHA EA1547 PID - EA1547 EA1547 STATE/COUNTY- NC/PENDER EA1547 USGS QUAD - HAMPSTEAD (1970) EA1547 EA1547 *CURRENT SURVEY CONTROL EA1547 ___________________________________________________________________ EA1547* NAD 83(1986)- 34 22 13.27584(N) 077 42 27.68834(W) ADJUSTED EA1547* NAVD 88 - 17.6 (meters) 58. (feet) VERTCON EA1547 ___________________________________________________________________ EA1547 LAPLACE CORR- -3.80 (seconds) DEFLEC99 EA1547 GEOID HEIGHT- -37.14 (meters) GEOID03 EA1547 EA1547 HORZ ORDER - SECOND EA1547 EA1547.The North Carolina HARNS have been completed but, EA1547.due to contractual restrictions, coordinates for these stations EA1547.will NOT be published in the near future. In the interim, the EA1547.published coordinates in North Carolina will not be EA1547.consistent with the Continuously Operating Reference Stations EA1547.(CORS). The HARN coordinates for these stations are available EA1547.upon request. Contact Gary Thompson(919-733-3836). EA1547. EA1547.In addition, the published North Carolina positions EA1547.(NAD 83 (1986)) are NOT consistent with those determined in EA1547.adjacent state readjustments. The discontinuity between stations EA1547.located in North Carolina and those in adjacent states EA1547.which have been adjusted to the HARN may be as much as 5 EA1547.decimeters. This will result in a significant loss of accuracy EA1547.over lines crossing such state borders. EA1547 EA1547 EA1547.The horizontal coordinates were established by classical geodetic methods EA1547.and adjusted by the National Geodetic Survey in January 1988. EA1547 EA1547.The NAVD 88 height was computed by applying the VERTCON shift value to EA1547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA1547 EA1547.The Laplace correction was computed from DEFLEC99 derived deflections. EA1547 EA1547.The geoid height was determined by GEOID03. EA1547 EA1547; North East Units Scale Factor Converg. EA1547;SPC NC - 69,591.878 728,465.711 MT 0.99998995 +0 44 45.2 EA1547;SPC NC - 228,319.35 2,389,974.59 sFT 0.99998995 +0 44 45.2 EA1547;UTM 18 - 3,806,544.308 251,007.116 MT 1.00036427 -1 31 45.8 EA1547 EA1547! - Elev Factor x Scale Factor = Combined Factor EA1547!SPC NC - 1.00000307 x 0.99998995 = 0.99999302 EA1547!UTM 18 - 1.00000307 x 1.00036427 = 1.00036734 EA1547 EA1547 SUPERSEDED SURVEY CONTROL EA1547 EA1547 NGVD 29 (01/20/88) 17.9 (m) 59. (f) VERT ANG EA1547 EA1547.Superseded values are not recommended for survey control. EA1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1547.See file dsdata.txt to determine how the superseded data were derived. EA1547 EA1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5100706544(NAD 83) EA1547_MARKER: DH = HORIZONTAL CONTROL DISK EA1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1547_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1547_STAMPING: MARTHA 1984 EA1547_MARK LOGO: NCGS EA1547_MAGNETIC: O = OTHER; SEE DESCRIPTION EA1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1547+STABILITY: SURFACE MOTION EA1547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1547+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1999 EA1547 EA1547 HISTORY - Date Condition Report By EA1547 HISTORY - 1984 MONUMENTED NCGS EA1547 HISTORY - 1989 GOOD USPSQD EA1547 HISTORY - 19990701 SEE DESCRIPTION NCGS EA1547 HISTORY - 20050312 MARK NOT FOUND USPSQD EA1547 EA1547 STATION DESCRIPTION EA1547 EA1547'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) EA1547'STATION IS LOCATED IN HAMPSTEAD. EA1547' EA1547'ALONG US 17 FROM 0.6 KM (0.35 MI) NORTHEAST OF THE INTERSECTION WITH EA1547'NC 210, OR 0.1 KM (0.05 MI) SOUTHWEST FROM INTERSECTION WITH SR EA1547'1569, NEAR MARTHA ANN MOTEL. EA1547' EA1547'THE STATION IS A STANDARD NCGS DISK STAMPED---MARTHA 1984---, SET IN EA1547'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER, RECESSED EA1547'10 CM BELOW GROUND. LOCATED EA1547'7.8 METERS (25.6 FT) NORTHWEST OF CENTERLINE OF HIGHWAY, EA1547'32.9 METERS (107.9 FT) EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE EA1547'MOST SOUTHERLY END OF MOTEL, EA1547'28.0 METERS (92.0 FT) NORTHWEST OF THE NORTHEAST CORNER OF A FRAME EA1547'HOUSE ,--AND 2.8 METERS (19.2 FT) EAST-SOUTHEAST OF A 24 IN PINE AND EA1547'7.0 METERS (23.0 FT) EAST-NORTHEAST OF A 24 IN PINE,--BOTH WITH EA1547'REFERENCE TAGS. EA1547' EA1547'MARK IS ABOUT 0.5 FOOT BELOW CENTERLINE OF HIGHWAY. EA1547 EA1547 STATION RECOVERY (1989) EA1547 EA1547'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMP) EA1547'RECOVERED IN GOOD CONDITION. EA1547 EA1547 STATION RECOVERY (1999) EA1547 EA1547'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH) EA1547'NOT FOUND, PROBABLY LOST. REPORTED BY PROPERTY OWNER AS DESTROYED BY EA1547'HIGHWAY CONSTRUCTION. REFERENCES FALL IN ASPHALT OF IMPROVED US 17. EA1547 EA1547 STATION RECOVERY (2005) EA1547 EA1547'RECOVERY NOTE BY US POWER SQUADRON 2005 EA1547'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2974 *********************************************************************** EA2974 DESIGNATION - MATTHEWS EA2974 PID - EA2974 EA2974 STATE/COUNTY- NC/PENDER EA2974 USGS QUAD - WALLACE EAST (1981) EA2974 EA2974 *CURRENT SURVEY CONTROL EA2974 ___________________________________________________________________ EA2974* NAD 83(1986)- 34 41 16.62943(N) 077 59 45.02937(W) ADJUSTED EA2974* NAVD 88 - 16.7 (meters) 55. (feet) VERTCON EA2974 ___________________________________________________________________ EA2974 LAPLACE CORR- -3.97 (seconds) DEFLEC99 EA2974 GEOID HEIGHT- -36.16 (meters) GEOID03 EA2974 EA2974 HORZ ORDER - SECOND EA2974 EA2974.The North Carolina HARNS have been completed but, EA2974.due to contractual restrictions, coordinates for these stations EA2974.will NOT be published in the near future. In the interim, the EA2974.published coordinates in North Carolina will not be EA2974.consistent with the Continuously Operating Reference Stations EA2974.(CORS). The HARN coordinates for these stations are available EA2974.upon request. Contact Gary Thompson(919-733-3836). EA2974. EA2974.In addition, the published North Carolina positions EA2974.(NAD 83 (1986)) are NOT consistent with those determined in EA2974.adjacent state readjustments. The discontinuity between stations EA2974.located in North Carolina and those in adjacent states EA2974.which have been adjusted to the HARN may be as much as 5 EA2974.decimeters. This will result in a significant loss of accuracy EA2974.over lines crossing such state borders. EA2974 EA2974 EA2974.The horizontal coordinates were established by classical geodetic methods EA2974.and adjusted by the National Geodetic Survey in July 1986. EA2974 EA2974.The NAVD 88 height was computed by applying the VERTCON shift value to EA2974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2974 EA2974.The Laplace correction was computed from DEFLEC99 derived deflections. EA2974 EA2974.The geoid height was determined by GEOID03. EA2974 EA2974; North East Units Scale Factor Converg. EA2974;SPC NC - 104,513.649 701,606.782 MT 0.99992067 +0 34 46.5 EA2974;SPC NC - 342,891.86 2,301,854.92 sFT 0.99992067 +0 34 46.5 EA2974;UTM 18 - 3,842,524.761 225,546.348 MT 1.00052852 -1 42 21.7 EA2974;UTM 17 - 3,842,547.494 775,215.834 MT 1.00053368 +1 42 38.7 EA2974 EA2974! - Elev Factor x Scale Factor = Combined Factor EA2974!SPC NC - 1.00000305 x 0.99992067 = 0.99992372 EA2974!UTM 18 - 1.00000305 x 1.00052852 = 1.00053157 EA2974!UTM 17 - 1.00000305 x 1.00053368 = 1.00053673 EA2974 EA2974: Primary Azimuth Mark Grid Az EA2974:SPC NC - DILLARDS 227 56 09.7 EA2974:UTM 18 - DILLARDS 230 13 17.9 EA2974:UTM 17 - DILLARDS 226 48 17.5 EA2974 EA2974|---------------------------------------------------------------------| EA2974| PID Reference Object Distance Geod. Az | EA2974| dddmmss.s | EA2974| EA2975 CITGO 219.885 METERS 03458 | EA2974| EB1975 DILLARDS APPROX. 0.6 KM 2283056.2 | EA2974|---------------------------------------------------------------------| EA2974 EA2974 SUPERSEDED SURVEY CONTROL EA2974 EA2974 NAD 27 - 34 41 16.02450(N) 077 59 46.07795(W) AD( ) 2 EA2974 NGVD 29 (07/19/86) 17.0 (m) 56. (f) VERT ANG EA2974 EA2974.Superseded values are not recommended for survey control. EA2974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2974.See file dsdata.txt to determine how the superseded data were derived. EA2974 EA2974_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD2554642525(NAD 83) EA2974_MARKER: DE = TRAVERSE STATION DISK EA2974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2974_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2974_STAMPING: MATTHEWS 1973 EA2974_MARK LOGO: NCGS EA2974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2974+STABILITY: SURFACE MOTION EA2974 EA2974 HISTORY - Date Condition Report By EA2974 HISTORY - 1973 MONUMENTED NCGS EA2974 HISTORY - 1978 MARK NOT FOUND BAKER EA2974 EA2974 STATION DESCRIPTION EA2974 EA2974'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EA2974'MATTHEWS IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA2974'THE VICINITY OF WILLARD, NORTH CAROLINA. EA2974' EA2974'MATTHEWS IS LOCATED APPROXIMATELY 1.0 MILES WEST OF WILLARD, AND EA2974'3.5 MILES NE OF PENDERLEA. TO REACH STATION FROM INTERSECTION OF EA2974'SR 1001 WITH SEABOARD COAST LINE R/R IN WILLARD, PROCEED WEST ALONG EA2974'SR 1001 FOR 0.8 MILES TO T INTERSECTION WITH SR 1321, THENCE SW EA2974'ALONG SR 1321 FOR 0.2 MILES TO STATION ON THE LEFT AT TP NO. 23. EA2974' EA2974'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED MATTHEWS EA2974'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EA2974'FLUSH WITH THE SURFACE OF THE GROUND. EA2974' EA2974'MARK IS EA2974'23.6 FEET SE OF C/L OF SR 1321. EA2974'63.5 FEET W OF WEST CORNER OF FRAME HOUSE. EA2974'6.5 FEET NW OF TP NO. 23 W/ALUMINUM REF. TAG. EA2974'108.4 FEET S OF PP NO. 70 W/ALUMINUM REF. TAG. EA2974'96.2 FEET NNE OF EAST BASE OF BRICK CHIMNEY. EA2974 EA2974 STATION RECOVERY (1978) EA2974 EA2974'RECOVERY NOTE BY M BAKER JR INCORPORATED 1978 (JM) EA2974'STATION NOT RECOVERED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2971 *********************************************************************** EA2971 DESIGNATION - MCLAMB EA2971 PID - EA2971 EA2971 STATE/COUNTY- NC/PENDER EA2971 USGS QUAD - WALLACE EAST (1981) EA2971 EA2971 *CURRENT SURVEY CONTROL EA2971 ___________________________________________________________________ EA2971* NAD 83(1986)- 34 41 24.07573(N) 077 59 22.11738(W) ADJUSTED EA2971* NAVD 88 - 13.7 (meters) 45. (feet) VERTCON EA2971 ___________________________________________________________________ EA2971 LAPLACE CORR- -3.97 (seconds) DEFLEC99 EA2971 GEOID HEIGHT- -36.17 (meters) GEOID03 EA2971 EA2971 HORZ ORDER - SECOND EA2971 EA2971.The North Carolina HARNS have been completed but, EA2971.due to contractual restrictions, coordinates for these stations EA2971.will NOT be published in the near future. In the interim, the EA2971.published coordinates in North Carolina will not be EA2971.consistent with the Continuously Operating Reference Stations EA2971.(CORS). The HARN coordinates for these stations are available EA2971.upon request. Contact Gary Thompson(919-733-3836). EA2971. EA2971.In addition, the published North Carolina positions EA2971.(NAD 83 (1986)) are NOT consistent with those determined in EA2971.adjacent state readjustments. The discontinuity between stations EA2971.located in North Carolina and those in adjacent states EA2971.which have been adjusted to the HARN may be as much as 5 EA2971.decimeters. This will result in a significant loss of accuracy EA2971.over lines crossing such state borders. EA2971 EA2971 EA2971.The horizontal coordinates were established by classical geodetic methods EA2971.and adjusted by the National Geodetic Survey in July 1986. EA2971 EA2971.The NAVD 88 height was computed by applying the VERTCON shift value to EA2971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2971 EA2971.The Laplace correction was computed from DEFLEC99 derived deflections. EA2971 EA2971.The geoid height was determined by GEOID03. EA2971 EA2971; North East Units Scale Factor Converg. EA2971;SPC NC - 104,748.996 702,187.566 MT 0.99992032 +0 34 59.7 EA2971;SPC NC - 343,664.00 2,303,760.37 sFT 0.99992032 +0 34 59.7 EA2971;UTM 18 - 3,842,736.887 226,136.413 MT 1.00052453 -1 42 08.9 EA2971;UTM 17 - 3,842,794.413 775,792.212 MT 1.00053760 +1 42 52.1 EA2971 EA2971! - Elev Factor x Scale Factor = Combined Factor EA2971!SPC NC - 1.00000352 x 0.99992032 = 0.99992384 EA2971!UTM 18 - 1.00000352 x 1.00052453 = 1.00052805 EA2971!UTM 17 - 1.00000352 x 1.00053760 = 1.00054112 EA2971 EA2971: Primary Azimuth Mark Grid Az EA2971:SPC NC - SAM 095 35 33.2 EA2971:UTM 18 - SAM 097 52 41.8 EA2971:UTM 17 - SAM 094 27 40.8 EA2971 EA2971|---------------------------------------------------------------------| EA2971| PID Reference Object Distance Geod. Az | EA2971| dddmmss.s | EA2971| EA2972 SAM 436.571 METERS 0961032.9 | EA2971| EA2975 CITGO 459.807 METERS 2635059.3 | EA2971|---------------------------------------------------------------------| EA2971 EA2971 SUPERSEDED SURVEY CONTROL EA2971 EA2971 NAD 27 - 34 41 23.47085(N) 077 59 23.16734(W) AD( ) 2 EA2971 NGVD 29 (07/19/86) 14.0 (m) 46. (f) VERT ANG EA2971 EA2971.Superseded values are not recommended for survey control. EA2971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2971.See file dsdata.txt to determine how the superseded data were derived. EA2971 EA2971_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD2613642737(NAD 83) EA2971_MARKER: DE = TRAVERSE STATION DISK EA2971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2971_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2971_STAMPING: MCLAMB 1973 EA2971_MARK LOGO: NCGS EA2971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2971+STABILITY: SURFACE MOTION EA2971 EA2971 HISTORY - Date Condition Report By EA2971 HISTORY - 1973 MONUMENTED NCGS EA2971 HISTORY - 1978 MARK NOT FOUND BAKER EA2971 EA2971 STATION DESCRIPTION EA2971 EA2971'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EA2971'MCLAMB IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EA2971'VICINITY OF WILLARD, NORTH CAROLINA. EA2971' EA2971'MCLAMB IS LOCATED APPROXIMATELY 0.61 MILES WEST OF WILLARD, AND 3.1 EA2971'MILES SOUTH OF WALLACE. TO REACH STATION FROM INTERSECTION OF SR EA2971'1001 AND SEABOARD COAST LINE RR IN WILLARD, PROCEED WEST ALONG SR EA2971'1001 FOR 0.55 MILE TO STATION ON RIGHT, 0.25 MILE EAST OF EA2971'INTERSECTION WITH SR 1321, AND IN SE CORNER OF C.D. MCLAMBS YARD. EA2971' EA2971'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED MCLAMB EA2971'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 EA2971'INCH BELOW THE GROUND. EA2971' EA2971'MARK IS EA2971'27.1 FEET N OF C/L OF SR 1001. EA2971'40.7 FEET E OF C/L OF DRIVEWAY. EA2971'70.9 FEET NNE OF PP NO. 59 W/ALUMINUM REF. TAG. EA2971'13.0 FEET SSE OF SERVICE POLE W/ALUMINUM REF. TAG. EA2971'74.1 FEET E OF TP NO. 13 W/ALUMINUM REF. TAG. EA2971 EA2971 STATION RECOVERY (1978) EA2971 EA2971'RECOVERY NOTE BY M BAKER JR INCORPORATED 1978 (JM) EA2971'STATION NOT RECOVERED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0858 *********************************************************************** EA0858 DESIGNATION - MEEKS EA0858 PID - EA0858 EA0858 STATE/COUNTY- NC/PENDER EA0858 USGS QUAD - ROCKY POINT (1988) EA0858 EA0858 *CURRENT SURVEY CONTROL EA0858 ___________________________________________________________________ EA0858* NAD 83(1986)- 34 24 10.04329(N) 077 53 20.67236(W) ADJUSTED EA0858* NAVD 88 - 7.845 (meters) 25.74 (feet) ADJUSTED EA0858 ___________________________________________________________________ EA0858 LAPLACE CORR- -4.91 (seconds) DEFLEC99 EA0858 GEOID HEIGHT- -36.53 (meters) GEOID03 EA0858 DYNAMIC HT - 7.837 (meters) 25.71 (feet) COMP EA0858 MODELED GRAV- 979,681.2 (mgal) NAVD 88 EA0858 EA0858 HORZ ORDER - SECOND EA0858 VERT ORDER - SECOND CLASS II EA0858 EA0858.The North Carolina HARNS have been completed but, EA0858.due to contractual restrictions, coordinates for these stations EA0858.will NOT be published in the near future. In the interim, the EA0858.published coordinates in North Carolina will not be EA0858.consistent with the Continuously Operating Reference Stations EA0858.(CORS). The HARN coordinates for these stations are available EA0858.upon request. Contact Gary Thompson(919-733-3836). EA0858. EA0858.In addition, the published North Carolina positions EA0858.(NAD 83 (1986)) are NOT consistent with those determined in EA0858.adjacent state readjustments. The discontinuity between stations EA0858.located in North Carolina and those in adjacent states EA0858.which have been adjusted to the HARN may be as much as 5 EA0858.decimeters. This will result in a significant loss of accuracy EA0858.over lines crossing such state borders. EA0858 EA0858 EA0858.The horizontal coordinates were established by classical geodetic methods EA0858.and adjusted by the National Geodetic Survey in July 1986. EA0858 EA0858.The orthometric height was determined by differential leveling EA0858.and adjusted by the National Geodetic Survey in June 1991. EA0858 EA0858.The Laplace correction was computed from DEFLEC99 derived deflections. EA0858 EA0858.The geoid height was determined by GEOID03. EA0858 EA0858.The dynamic height is computed by dividing the NAVD 88 EA0858.geopotential number by the normal gravity value computed on the EA0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0858.degrees latitude (g = 980.6199 gals.). EA0858 EA0858.The modeled gravity was interpolated from observed gravity values. EA0858 EA0858; North East Units Scale Factor Converg. EA0858;SPC NC - 72,987.695 711,742.750 MT 0.99998149 +0 38 28.3 EA0858;SPC NC - 239,460.46 2,335,109.34 sFT 0.99998149 +0 38 28.3 EA0858;UTM 18 - 3,810,602.988 234,424.988 MT 1.00046946 -1 37 59.9 EA0858 EA0858! - Elev Factor x Scale Factor = Combined Factor EA0858!SPC NC - 1.00000450 x 0.99998149 = 0.99998599 EA0858!UTM 18 - 1.00000450 x 1.00046946 = 1.00047396 EA0858 EA0858: Primary Azimuth Mark Grid Az EA0858:SPC NC - PAUL 191 16 49.1 EA0858:UTM 18 - PAUL 193 33 17.3 EA0858 EA0858|---------------------------------------------------------------------| EA0858| PID Reference Object Distance Geod. Az | EA0858| dddmmss.s | EA0858| EA0857 PAUL APPROX. 1.2 KM 1915517.4 | EA0858|---------------------------------------------------------------------| EA0858 EA0858 SUPERSEDED SURVEY CONTROL EA0858 EA0858 NAD 27 - 34 24 09.43884(N) 077 53 21.72359(W) AD( ) 2 EA0858 NGVD 29 (??/??/92) 8.138 (m) 26.70 (f) ADJ UNCH 2 2 EA0858 EA0858.Superseded values are not recommended for survey control. EA0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0858.See file dsdata.txt to determine how the superseded data were derived. EA0858 EA0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3442510603(NAD 83) EA0858_MARKER: DD = SURVEY DISK EA0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0858_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0858_STAMPING: MEEKS 1968 EA0858 EA0858 HISTORY - Date Condition Report By EA0858 HISTORY - 1968 MONUMENTED NCGS EA0858 HISTORY - 1975 GOOD NCGS EA0858 EA0858 STATION DESCRIPTION EA0858 EA0858'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0858'MEEKS IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA0858'IN THE VICINITY OF BURGAW, NORTH CAROLINA. EA0858' EA0858'MEEKS IS LOCATED APPROXIMATELY 10.4 MILES SSE OF THE CENTER OF EA0858'BURGAW. TO REACH STATION PROCEED FROM THE INTERSECTION OF NC EA0858'133 WITH U.S. 117, GO NORTH ON U.S. 117 FOR 0.95 MILE TO EA0858'STATION. WHICH IS ON THE EAST SIDE OF U.S. 117, ACROSS THE EA0858'HIGHWAY FROM THE SOUTH SIDE OF YARD FOR A ONE STORY WHITE FRAME EA0858'HOUSE, AND 1.05 MILE SOUTH OF U.S. 117 RR OVERPASS. EA0858' EA0858'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EA0858'MEEKS 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA0858'WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND. EA0858' EA0858'MARK IS EA0858' EA0858'18.0 FT ESE OF C/L OF U.S. 117 EA0858' EA0858'80.0 FT NNW OF TP 53 WITH ALUMINUM REF. TAG AND WITH EA0858'PEDESTAL, ON E SIDE OF U.S. 117 EA0858' EA0858'151.0 FT NNE OF N END OF CULVERT HEADWALL ON E SIDE OF U.S. 117 EA0858' EA0858'66.5 FT SSE OF S END OF CULVERT OF DRIVEWAY ON W SIDE OF U.S. 117 EA0858' EA0858'38.5 FT SSW OF 4X4 POST WITH J.B. MEEKS MAILBOX EA0858' EA0858'74.5 FT ESE OF PP 417 WITH ALUMINUM REF. TAG ON W SIDE OF U.S. 117 EA0858 EA0858 STATION RECOVERY (1975) EA0858 EA0858'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0858'2.5 MI S FROM ROCKY POINT. EA0858'MEEKS IS LOCATED APPROXIMATELY 10.6 MILES SOUTH OF BURGAW. TO REACH EA0858'STATION FROM THE INTERSECTION OF US 117 WITH NC 133 (W) BETWEEN CASTLE EA0858'HAYNE AND ROCKY POINT, PROCEED NORTH ON US 117 FOR 0.95 MILE TO EA0858'STATION ON THE RIGHT, ACROSS HIGHWAY FROM THE SOUTH SIDE OF YARD FOR A EA0858'ONE STORY WHITE FRAME HOUSE, AND 1.05 MILE SOUTH OF US 117 RAILROAD EA0858'OVERPASS. 18.0 FT. ESE OF C/L OF US 117, 80.0 FT. NNW OF TP NO. 53 EA0858'WITH ALUMINUM REF. TAG AND WITH PEDESTAL, 151.0 FT. NNE OF N END OF EA0858'CULVERT HEADWALL ON E SIDE OF US 117, 66.5 FT. SSE OF S END OF CULVERT EA0858'OF DRIVEWAY ON W SIDE OF US 117, 94.2 FT. ESE OF PP NO. 417 WITH EA0858'ALUMINUM REF. TAG ON W SIDE OF US 117, AND 44.8 FT. W OF 10 INCH SWEET EA0858'GUM WITH ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER, 5 EA0858'INCHES BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1996 *********************************************************************** EB1996 DESIGNATION - MIDDLETON EB1996 PID - EB1996 EB1996 STATE/COUNTY- NC/PENDER EB1996 USGS QUAD - COSTIN (1984) EB1996 EB1996 *CURRENT SURVEY CONTROL EB1996 ___________________________________________________________________ EB1996* NAD 83(1986)- 34 35 04.60431(N) 078 06 06.75765(W) ADJUSTED EB1996* NAVD 88 - 17.1 (meters) 56. (feet) VERTCON EB1996 ___________________________________________________________________ EB1996 LAPLACE CORR- -3.69 (seconds) DEFLEC99 EB1996 GEOID HEIGHT- -35.97 (meters) GEOID03 EB1996 EB1996 HORZ ORDER - SECOND EB1996 EB1996.The North Carolina HARNS have been completed but, EB1996.due to contractual restrictions, coordinates for these stations EB1996.will NOT be published in the near future. In the interim, the EB1996.published coordinates in North Carolina will not be EB1996.consistent with the Continuously Operating Reference Stations EB1996.(CORS). The HARN coordinates for these stations are available EB1996.upon request. Contact Gary Thompson(919-733-3836). EB1996. EB1996.In addition, the published North Carolina positions EB1996.(NAD 83 (1986)) are NOT consistent with those determined in EB1996.adjacent state readjustments. The discontinuity between stations EB1996.located in North Carolina and those in adjacent states EB1996.which have been adjusted to the HARN may be as much as 5 EB1996.decimeters. This will result in a significant loss of accuracy EB1996.over lines crossing such state borders. EB1996 EB1996 EB1996.The horizontal coordinates were established by classical geodetic methods EB1996.and adjusted by the National Geodetic Survey in July 1986. EB1996 EB1996.The NAVD 88 height was computed by applying the VERTCON shift value to EB1996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB1996 EB1996.The Laplace correction was computed from DEFLEC99 derived deflections. EB1996 EB1996.The geoid height was determined by GEOID03. EB1996 EB1996; North East Units Scale Factor Converg. EB1996;SPC NC - 92,957.887 691,995.305 MT 0.99993989 +0 31 06.1 EB1996;SPC NC - 304,979.33 2,270,321.26 sFT 0.99993989 +0 31 06.1 EB1996;UTM 17 - 3,830,797.812 765,828.622 MT 1.00047109 +1 38 45.6 EB1996 EB1996! - Elev Factor x Scale Factor = Combined Factor EB1996!SPC NC - 1.00000295 x 0.99993989 = 0.99994284 EB1996!UTM 17 - 1.00000295 x 1.00047109 = 1.00047405 EB1996 EB1996: Primary Azimuth Mark Grid Az EB1996:SPC NC - COSTIN 173 34 50.0 EB1996:UTM 17 - COSTIN 172 27 10.5 EB1996 EB1996|---------------------------------------------------------------------| EB1996| PID Reference Object Distance Geod. Az | EB1996| dddmmss.s | EB1996| EB1997 COSTIN APPROX. 0.7 KM 1740556.1 | EB1996|---------------------------------------------------------------------| EB1996 EB1996 SUPERSEDED SURVEY CONTROL EB1996 EB1996 NAD 27 - 34 35 03.99539(N) 078 06 07.78367(W) AD( ) 2 EB1996 NGVD 29 (07/19/86) 17.4 (m) 57. (f) VERT ANG EB1996 EB1996.Superseded values are not recommended for survey control. EB1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1996.See file dsdata.txt to determine how the superseded data were derived. EB1996 EB1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6582930798(NAD 83) EB1996_MARKER: DE = TRAVERSE STATION DISK EB1996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1996_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB1996_STAMPING: MIDDLETON 1973 EB1996_MARK LOGO: NCGS EB1996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1996+STABILITY: SURFACE MOTION EB1996 EB1996 HISTORY - Date Condition Report By EB1996 HISTORY - 1973 MONUMENTED NCGS EB1996 EB1996 STATION DESCRIPTION EB1996 EB1996'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB1996'MIDDLETON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EB1996'IN THE VICINITY OF ATKINSON, NORTH CAROLINA. EB1996' EB1996'MIDDLETON IS LOCATED APPROXIMATELY 5.5 MILES NE OF ATKINSON, AND 5.9 EB1996'MILES SSW OF PENDERLEA. TO REACH STATION FROM THE INTERSECTION OF EB1996'US 421 AND NC 53 (WARDS CORNER) WEST OF BURGAW, PROCEED NNW ALONG EB1996'US 421 FOR 3.95 MILES TO STATION ON RIGHT AT WOODS CORNER, AND 1.1 EB1996'MILE SOUTH OF SHILOH BAPTIST CHURCH. EB1996' EB1996'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB1996'MIDDLETON 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB1996'WHICH IS FLUSH WITH THE GROUND. EB1996' EB1996'MARK IS EB1996' EB1996'49.9 FEET E OF C/L OF US 421. EB1996'8.6 FEET NNW OF C/L OF LANE. EB1996'16.7 FEET ENE OF THE NORTH END OF 18 INCH CULVERT UNDER LANE. EB1996'6.2 FEET SW OF 7 INCH PINE W/ALUMINUM REF. TAG. EB1996'20.7 FEET NNW OF 8 INCH PINE W/ALUMINUM REF. TAG. EB1996'52.5 FEET W OF 36 INCH PINE W/ALUMINUM REF. TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2503 *********************************************************************** EA2503 DESIGNATION - MIK EA2503 PID - EA2503 EA2503 STATE/COUNTY- NC/PENDER EA2503 USGS QUAD - HOLLY RIDGE (1997) EA2503 EA2503 *CURRENT SURVEY CONTROL EA2503 ___________________________________________________________________ EA2503* NAD 83(1986)- 34 27 02.01410(N) 077 32 21.17792(W) ADJUSTED EA2503* NAVD 88 - 1. (meters) 3. (feet) SCALED EA2503 ___________________________________________________________________ EA2503 LAPLACE CORR- -1.70 (seconds) DEFLEC99 EA2503 GEOID HEIGHT- -37.37 (meters) GEOID03 EA2503 EA2503 HORZ ORDER - THIRD EA2503 EA2503.The North Carolina HARNS have been completed but, EA2503.due to contractual restrictions, coordinates for these stations EA2503.will NOT be published in the near future. In the interim, the EA2503.published coordinates in North Carolina will not be EA2503.consistent with the Continuously Operating Reference Stations EA2503.(CORS). The HARN coordinates for these stations are available EA2503.upon request. Contact Gary Thompson(919-733-3836). EA2503. EA2503.In addition, the published North Carolina positions EA2503.(NAD 83 (1986)) are NOT consistent with those determined in EA2503.adjacent state readjustments. The discontinuity between stations EA2503.located in North Carolina and those in adjacent states EA2503.which have been adjusted to the HARN may be as much as 5 EA2503.decimeters. This will result in a significant loss of accuracy EA2503.over lines crossing such state borders. EA2503 EA2503 EA2503.The horizontal coordinates were established by classical geodetic methods EA2503.and adjusted by the National Geodetic Survey in July 1986. EA2503 EA2503.The orthometric height was scaled from a topographic map. EA2503 EA2503.The Laplace correction was computed from DEFLEC99 derived deflections. EA2503 EA2503.The geoid height was determined by GEOID03. EA2503 EA2503; North East Units Scale Factor Converg. EA2503;SPC NC - 78,702.746 743,829.812 MT 0.99996960 +0 50 35.2 EA2503;SPC NC - 258,210.59 2,440,381.64 sFT 0.99996960 +0 50 35.2 EA2503;UTM 18 - 3,815,040.212 266,726.482 MT 1.00027079 -1 26 13.5 EA2503 EA2503! - Elev Factor x Scale Factor = Combined Factor EA2503!SPC NC - 1.00000576 x 0.99996960 = 0.99997536 EA2503!UTM 18 - 1.00000576 x 1.00027079 = 1.00027655 EA2503 EA2503: Primary Azimuth Mark Grid Az EA2503:SPC NC - BARLOW 053 12 29.5 EA2503:UTM 18 - BARLOW 055 29 18.2 EA2503 EA2503|---------------------------------------------------------------------| EA2503| PID Reference Object Distance Geod. Az | EA2503| dddmmss.s | EA2503| EA2482 BARLOW APPROX. 2.0 KM 0540304.7 | EA2503| EA2486 BEACON 25 APPROX. 0.9 KM 0995603.2 | EA2503| EA3574 MIK RM 24.748 METERS 34111 | EA2503|---------------------------------------------------------------------| EA2503 EA2503 SUPERSEDED SURVEY CONTROL EA2503 EA2503 NAD 27 - 34 27 01.41200(N) 077 32 22.28600(W) AD( ) 3 EA2503 EA2503.Superseded values are not recommended for survey control. EA2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2503.See file dsdata.txt to determine how the superseded data were derived. EA2503 EA2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6672615040(NAD 83) EA2503_MARKER: DS = TRIANGULATION STATION DISK EA2503_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EA2503_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EA2503 EA2503 HISTORY - Date Condition Report By EA2503 HISTORY - 1933 MONUMENTED CGS EA2503 HISTORY - 1964 GOOD CGS EA2503 EA2503 STATION DESCRIPTION EA2503 EA2503'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (JAB) EA2503'STATION IS ON THE MAINLAND ABOUT 1/2 MILE SW OF BARLOW CREEK, EA2503'1/4 MILE W OF BEACON 25. STATION IS AT THE EDGE OF THE FAST EA2503'LAND, ABOUT AT HIGH-WATER LINE. EA2503' EA2503'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN EA2503'CONCRETE AT THE CENTER OF THE TOP OF TILE. EA2503' EA2503'REFERENCE MARK IS SET IN AN 8-INCH TILE E OF STATION. EA2503 EA2503 STATION RECOVERY (1964) EA2503 EA2503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA2503'THE STATION MARK WAS RECOVERED IN GOOD CONDITION. THE R.M. WAS EA2503'ALSO RECOVERED BUT IS TWO INCHES UNDER WATER IN THE MARSH AND EA2503'COULD NOT BE SEEN. THE MONUMENT SEEMS TO BE INTACT AND THE MARK EA2503'IS PROBABLY IN GOOD CONDITION. EA2503' EA2503'THE STATION MARK DISK IS STAMPED MIK 1933 AS DESCRIBED. THE EA2503'MEASUREMENT TO THE R.M. WAS VERIFIED AS DESCRIBED. EA2503' EA2503'THE STATION IS LOCATED ON A SMALL POINT OF MARSH ABOUT 3/4 OF EA2503'A MILE NORTH OF THE BRIDGE ACROSS THE INTRACOASTAL WATERWAY ON EA2503'ROUTE 50 AND CAN BE BEST REACHED BY BOAT. THE STATION IS 8.0 FEET EA2503'WEST OF EAST EDGE OF MARSH, 23.0 FEET EAST OF WEST EDGE OF MARSH EA2503'AND 4.0 FEET EAST OF METAL WITNESS POST AND SIGN. IT IS ALSO EA2503'19.0 FEET NORTH OF SOUTH POINT OF MARSH. THE R.M. IS 28.0 FEET EA2503'EAST OF SMALL CREEK AND 20.0 FEET WEST OF EAST EDGE OF MARSH. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1123 *********************************************************************** EA1123 DESIGNATION - MILLER EA1123 PID - EA1123 EA1123 STATE/COUNTY- NC/PENDER EA1123 USGS QUAD - PIN HOOK (1981) EA1123 EA1123 *CURRENT SURVEY CONTROL EA1123 ___________________________________________________________________ EA1123* NAD 83(1986)- 34 42 57.97408(N) 077 45 02.97505(W) ADJUSTED EA1123* NAVD 88 - 13.530 (meters) 44.39 (feet) ADJUSTED EA1123 ___________________________________________________________________ EA1123 LAPLACE CORR- -3.12 (seconds) DEFLEC99 EA1123 GEOID HEIGHT- -36.70 (meters) GEOID03 EA1123 DYNAMIC HT - 13.517 (meters) 44.35 (feet) COMP EA1123 MODELED GRAV- 979,677.5 (mgal) NAVD 88 EA1123 EA1123 HORZ ORDER - SECOND EA1123 VERT ORDER - SECOND CLASS II EA1123 EA1123.The North Carolina HARNS have been completed but, EA1123.due to contractual restrictions, coordinates for these stations EA1123.will NOT be published in the near future. In the interim, the EA1123.published coordinates in North Carolina will not be EA1123.consistent with the Continuously Operating Reference Stations EA1123.(CORS). The HARN coordinates for these stations are available EA1123.upon request. Contact Gary Thompson(919-733-3836). EA1123. EA1123.In addition, the published North Carolina positions EA1123.(NAD 83 (1986)) are NOT consistent with those determined in EA1123.adjacent state readjustments. The discontinuity between stations EA1123.located in North Carolina and those in adjacent states EA1123.which have been adjusted to the HARN may be as much as 5 EA1123.decimeters. This will result in a significant loss of accuracy EA1123.over lines crossing such state borders. EA1123 EA1123 EA1123.The horizontal coordinates were established by classical geodetic methods EA1123.and adjusted by the National Geodetic Survey in July 1986. EA1123 EA1123.The orthometric height was determined by differential leveling EA1123.and adjusted by the National Geodetic Survey in June 1991. EA1123 EA1123.The Laplace correction was computed from DEFLEC99 derived deflections. EA1123 EA1123.The geoid height was determined by GEOID03. EA1123 EA1123.The dynamic height is computed by dividing the NAVD 88 EA1123.geopotential number by the normal gravity value computed on the EA1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1123.degrees latitude (g = 980.6199 gals.). EA1123 EA1123.The modeled gravity was interpolated from observed gravity values. EA1123 EA1123; North East Units Scale Factor Converg. EA1123;SPC NC - 107,890.902 724,015.815 MT 0.99991600 +0 43 15.5 EA1123;SPC NC - 353,972.07 2,375,375.22 sFT 0.99991600 +0 43 15.5 EA1123;UTM 18 - 3,845,006.409 248,084.378 MT 1.00038226 -1 34 02.8 EA1123 EA1123! - Elev Factor x Scale Factor = Combined Factor EA1123!SPC NC - 1.00000364 x 0.99991600 = 0.99991964 EA1123!UTM 18 - 1.00000364 x 1.00038226 = 1.00038590 EA1123 EA1123: Primary Azimuth Mark Grid Az EA1123:SPC NC - PROPANE 269 19 47.6 EA1123:UTM 18 - PROPANE 271 37 05.9 EA1123 EA1123|---------------------------------------------------------------------| EA1123| PID Reference Object Distance Geod. Az | EA1123| dddmmss.s | EA1123| EA0983 BOO 355.210 METERS 12050 | EA1123| EA1072 PROPANE APPROX. 0.7 KM 2700303.1 | EA1123|---------------------------------------------------------------------| EA1123 EA1123 SUPERSEDED SURVEY CONTROL EA1123 EA1123 NAD 27 - 34 42 57.37071(N) 077 45 04.05271(W) AD( ) 2 EA1123 NGVD 29 (??/??/92) 13.830 (m) 45.37 (f) ADJ UNCH 2 2 EA1123 EA1123.Superseded values are not recommended for survey control. EA1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1123.See file dsdata.txt to determine how the superseded data were derived. EA1123 EA1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4808445006(NAD 83) EA1123_MARKER: DD = SURVEY DISK EA1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1123_STAMPING: MILLER 1974 EA1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1123+STABILITY: SURFACE MOTION EA1123 EA1123 HISTORY - Date Condition Report By EA1123 HISTORY - 1974 MONUMENTED NCGS EA1123 HISTORY - 1975 GOOD NCGS EA1123 EA1123 STATION DESCRIPTION EA1123 EA1123'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA1123'MILLER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA1123'THE VICINITY OF BURGAW, NORTH CAROLINA. EA1123' EA1123'MILLER IS LOCATED APPROXIMATELY 15.1 MILES NE OF BURGAW, AND 4.9 EA1123'MILES NW OF MAPLE HILL. TO REACH STATION FROM INTERSECTION OF NC EA1123'50 WITH NC 53 NW OF MAPLE HILL, PROCEED NE ALONG NC 50 FOR 3.95 EA1123'MILES TO STATION ON RIGHT AT THE CORNER OF A WOODED AREA WITH EA1123'H. E. MILLERS POSTED NO TRESPASSING SIGN. 0.85 MILE SOUTHEAST EA1123'FROM THE PENDER - DUPLIN COUNTY LINE. EA1123' EA1123'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1123'MILLER 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EA1123'IS FLUSH WITH THE GROUND. EA1123' EA1123'MARK IS 31.3 FT NE OF C/L OF NC 50 EA1123' EA1123'56.2 FT NW OF C/L OF A CONCRETE DRIVE TO HOLLINGSWORTH HOUSE EA1123' EA1123'10.4 FT S OF 20 IN PINE TREE WITH ALUMINUM REF. TAG EA1123' EA1123'50.4 FT W OF 8 IN PINE TREE WITH ALUMINUM REF. TAG EA1123' EA1123'70.5 FT NW OF 12 IN PINE TREE WITH ALUMINUM REF. TAG EA1123' EA1123'120.2 FT NW OF TP PEDESTAL EA1123 EA1123 STATION RECOVERY (1975) EA1123 EA1123'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA1123'4.9 MI NW FROM MAPLE HILL. EA1123'TO REACH STATION FROM INTERSECTION OF NC 50 WITH NC 53 NW OF MAPLE EA1123'HILL, PROCEED NE ALONG NC 50 FOR 3.95 MILES TO STATION ON RIGHT AT THE EA1123'CORNER OF A WOODED AREA WITH H. E. MILLERS POSTED NO TRESPASSING SIGN, EA1123'AND 0.85 MILE SOUTHEAST FROM THE PENDER - DUPLIN COUNTY LINE. 31.3 FT. EA1123'NE OF C/L OF NC 50, 56.2 FT. NW OF C/L OF CONCRETE DRIVE TO EA1123'HOLLINGSWORTH HOUSE, 10.4 FT. SOUTH OF 20 IN. PINE TREE WITH ALUMINUM EA1123'REF. TAG, 50.4 FT. WEST OF 8 IN. PINE TREE WITH ALUMINUM REF. TAG, EA1123'70.5 FT. NW OF 12 IN. PINE TREE WITH ALUMINUM REF. TAG, AND 120.2 FT. EA1123'NW OF TP PEDESTAL. DISK IS SET IN TOP OF CONCRETE CYLINDER, FLUSH EA1123'WITH THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0907 *********************************************************************** EA0907 DESIGNATION - MILTON EA0907 PID - EA0907 EA0907 STATE/COUNTY- NC/PENDER EA0907 USGS QUAD - BURGAW (1988) EA0907 EA0907 *CURRENT SURVEY CONTROL EA0907 ___________________________________________________________________ EA0907* NAD 83(1986)- 34 32 29.74495(N) 077 54 32.89975(W) ADJUSTED EA0907* NAVD 88 - 14.930 (meters) 48.98 (feet) ADJUSTED EA0907 ___________________________________________________________________ EA0907 LAPLACE CORR- -4.13 (seconds) DEFLEC99 EA0907 GEOID HEIGHT- -36.44 (meters) GEOID03 EA0907 DYNAMIC HT - 14.916 (meters) 48.94 (feet) COMP EA0907 MODELED GRAV- 979,676.5 (mgal) NAVD 88 EA0907 EA0907 HORZ ORDER - SECOND EA0907 VERT ORDER - SECOND CLASS II EA0907 EA0907.The North Carolina HARNS have been completed but, EA0907.due to contractual restrictions, coordinates for these stations EA0907.will NOT be published in the near future. In the interim, the EA0907.published coordinates in North Carolina will not be EA0907.consistent with the Continuously Operating Reference Stations EA0907.(CORS). The HARN coordinates for these stations are available EA0907.upon request. Contact Gary Thompson(919-733-3836). EA0907. EA0907.In addition, the published North Carolina positions EA0907.(NAD 83 (1986)) are NOT consistent with those determined in EA0907.adjacent state readjustments. The discontinuity between stations EA0907.located in North Carolina and those in adjacent states EA0907.which have been adjusted to the HARN may be as much as 5 EA0907.decimeters. This will result in a significant loss of accuracy EA0907.over lines crossing such state borders. EA0907 EA0907 EA0907.The horizontal coordinates were established by classical geodetic methods EA0907.and adjusted by the National Geodetic Survey in July 1986. EA0907 EA0907.The orthometric height was determined by differential leveling EA0907.and adjusted by the National Geodetic Survey in June 1991. EA0907 EA0907.The Laplace correction was computed from DEFLEC99 derived deflections. EA0907 EA0907.The geoid height was determined by GEOID03. EA0907 EA0907.The dynamic height is computed by dividing the NAVD 88 EA0907.geopotential number by the normal gravity value computed on the EA0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0907.degrees latitude (g = 980.6199 gals.). EA0907 EA0907.The modeled gravity was interpolated from observed gravity values. EA0907 EA0907; North East Units Scale Factor Converg. EA0907;SPC NC - 88,363.647 709,728.965 MT 0.99994883 +0 37 46.6 EA0907;SPC NC - 289,906.40 2,328,502.45 sFT 0.99994883 +0 37 46.6 EA0907;UTM 18 - 3,826,054.682 233,023.054 MT 1.00047864 -1 39 01.7 EA0907 EA0907! - Elev Factor x Scale Factor = Combined Factor EA0907!SPC NC - 1.00000338 x 0.99994883 = 0.99995221 EA0907!UTM 18 - 1.00000338 x 1.00047864 = 1.00048202 EA0907 EA0907: Primary Azimuth Mark Grid Az EA0907:SPC NC - RADIO 162 31 16.7 EA0907:UTM 18 - RADIO 164 48 05.0 EA0907 EA0907|---------------------------------------------------------------------| EA0907| PID Reference Object Distance Geod. Az | EA0907| dddmmss.s | EA0907| EA0906 RADIO APPROX. 0.9 KM 1630903.3 | EA0907| EA2958 BURGAW RAD WPGF AM FM ANTENNA APPROX. 0.9 KM 1690336.6 | EA0907| EA2959 BURGAW TV STA WECT ANTENNA APPROX. 1.7 KM 2135932.1 | EA0907|---------------------------------------------------------------------| EA0907 EA0907 SUPERSEDED SURVEY CONTROL EA0907 EA0907 NAD 27 - 34 32 29.14923(N) 077 54 33.93812(W) AD( ) 2 EA0907 NGVD 29 (??/??/92) 15.221 (m) 49.94 (f) ADJ UNCH 2 2 EA0907 EA0907.Superseded values are not recommended for survey control. EA0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0907.See file dsdata.txt to determine how the superseded data were derived. EA0907 EA0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3302326055(NAD 83) EA0907_MARKER: DD = SURVEY DISK EA0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0907_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0907_STAMPING: MILTON 1968 EA0907 EA0907 HISTORY - Date Condition Report By EA0907 HISTORY - 1968 MONUMENTED NCGS EA0907 HISTORY - 1968 GOOD CGS EA0907 HISTORY - 1973 GOOD NCGS EA0907 HISTORY - 1974 GOOD NCGS EA0907 HISTORY - 1975 GOOD NCGS EA0907 EA0907 STATION DESCRIPTION EA0907 EA0907'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0907'MILTON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA0907'IN THE VICINITY OF BURGAW, NORTH CAROLINA. EA0907' EA0907'MILTON IS LOCATED APPROXIMATELY 1.2 MILES SOUTHEAST OF THE EA0907'CENTER OF BURGAW. STATION IS ON THE EAST SHOULDER OF EA0907'INTERSECTION OF U.S. 117 BUSINESS AND BYPASS, ON SE SIDE OF EA0907'BURGAW, IN LINE WITH THE C/L OF U.S. 117 BUSINESS. EA0907' EA0907'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0907'MILTON 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EA0907'OF WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EA0907' EA0907'MARK IS EA0907' EA0907'9.8 FT E OF E EDGE OF U.S. 117 EA0907' EA0907'5.1 FT N OF 4X4 POST WITH U.S. 117 BUSINESS-BYPASS SIGN, AND EA0907'WITH ALUMINUM REF. TAG EA0907' EA0907'51.1 FT SW OF POWER LINE UTILITY POLE ON E SIDE OF U.S. 117, EA0907'AND WITH ALUMINUM REF. TAG EA0907' EA0907'53.4 FT SSW OF 8 INCH PINE WITH ALUMINUM REF. TAG ON S SIDE EA0907'OF WOODS LINE EA0907' EA0907'21.3 FT S OF C/L OF FARM ROAD THAT PASSES DOWN THE S SIDE OF EA0907'WOODS LINE EA0907 EA0907 STATION RECOVERY (1968) EA0907 EA0907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WHS) EA0907'RECOVERED IN GOOD CONDITION. THE DESCRIPTION BY THE NORTH EA0907'CAROLINA GEODETIC SURVEY IS ADEQUATE. REFERENCE DISTANCES EA0907'WERE FOUND TO BE CORRECT EXCEPT MARK IS 4.5 FEET NORTH OF 4 X 4 EA0907'POST WITH U.S. 117 BUSINESS-BYPASS SIGN, AND WITH ALUMINUM EA0907'REFERENCE TAG, INSTEAD OF 5.1 FEET. EA0907 EA0907 STATION RECOVERY (1973) EA0907 EA0907'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EA0907'STATION RECOVERED AS DESCRIBED. REVISED REFERENCES SHOULD EA0907'READ - 9.2 FT E OF E EDGE OF U.S. 117, 50.3 FT SW OF POWER EA0907'LINE UTILITY POLE ON E SIDE OF U.S. 117 WITH ALUMINUM REF. TAG EA0907'(ADJACENT TO TELEPHONE JUNCTION BOX), 52.8 FT SW OF 8 IN PINE EA0907'ON S SIDE OF WOODS LINE WITH ALUMINUM REF. TAG, AND 19.2 FT S EA0907'OF C/L OF FARM ROAD WHICH PASSES DOWN THE S SIDE OF WOODS LINE. EA0907 EA0907 STATION RECOVERY (1974) EA0907 EA0907'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA0907'MILTON 1968 GOOD EA0907 EA0907 STATION RECOVERY (1975) EA0907 EA0907'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0907'IN BURGAW. EA0907'STATION IS AT THE INTERSECTION OF US 117 BUSINESS AND BYPASS, IN THE EA0907'SHOULDER AND IN LINE WITH THE C/L OF US 117 BUSINESS. 9.8 FT. E OF E EA0907'EDGE OF US 117, 21.3 FT. S OF C/L OF FARM ROAD THAT PASSES DOWN THE S EA0907'SIDE OF WOODS LINE, 5.1 FT. N OF US 117 BUSINESS-BYPASS SIGN POST WITH EA0907'ALUMINUM REF. TAG, 51.1 FT. SW OF POWER LINE UTILITY POLE ON E SIDE OF EA0907'US 117 WITH ALUMINUM REF. TAG, AND 53.4 FT. SSW OF 8 INCH PINE WITH EA0907'ALUMINUM REF. TAG ON S SIDE OF WOODS LINE. DISK IS SET IN CONCRETE EA0907'CYLINDER, 4 INCHES BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1548 *********************************************************************** EA1548 DESIGNATION - MODEL EA1548 PID - EA1548 EA1548 STATE/COUNTY- NC/PENDER EA1548 USGS QUAD - TOPSAIL (1970) EA1548 EA1548 *CURRENT SURVEY CONTROL EA1548 ___________________________________________________________________ EA1548* NAD 83(1986)- 34 24 11.74140(N) 077 39 54.81207(W) ADJUSTED EA1548* NAVD 88 - 15.02 (+/-2cm) 49.3 (feet) VERTCON EA1548 ___________________________________________________________________ EA1548 LAPLACE CORR- -3.65 (seconds) DEFLEC99 EA1548 GEOID HEIGHT- -37.19 (meters) GEOID03 EA1548 EA1548 HORZ ORDER - SECOND EA1548 VERT ORDER - THIRD ? (See Below) EA1548 EA1548.The North Carolina HARNS have been completed but, EA1548.due to contractual restrictions, coordinates for these stations EA1548.will NOT be published in the near future. In the interim, the EA1548.published coordinates in North Carolina will not be EA1548.consistent with the Continuously Operating Reference Stations EA1548.(CORS). The HARN coordinates for these stations are available EA1548.upon request. Contact Gary Thompson(919-733-3836). EA1548. EA1548.In addition, the published North Carolina positions EA1548.(NAD 83 (1986)) are NOT consistent with those determined in EA1548.adjacent state readjustments. The discontinuity between stations EA1548.located in North Carolina and those in adjacent states EA1548.which have been adjusted to the HARN may be as much as 5 EA1548.decimeters. This will result in a significant loss of accuracy EA1548.over lines crossing such state borders. EA1548 EA1548 EA1548.The horizontal coordinates were established by classical geodetic methods EA1548.and adjusted by the National Geodetic Survey in January 1988. EA1548 EA1548.The NAVD 88 height was computed by applying the VERTCON shift value to EA1548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA1548.The vertical order pertains to the NGVD 29 superseded value. EA1548 EA1548.The Laplace correction was computed from DEFLEC99 derived deflections. EA1548 EA1548.The geoid height was determined by GEOID03. EA1548 EA1548; North East Units Scale Factor Converg. EA1548;SPC NC - 73,293.543 732,322.320 MT 0.99998137 +0 46 13.4 EA1548;SPC NC - 240,463.90 2,402,627.48 sFT 0.99998137 +0 46 13.4 EA1548;UTM 18 - 3,810,091.183 255,009.163 MT 1.00033989 -1 30 23.9 EA1548 EA1548! - Elev Factor x Scale Factor = Combined Factor EA1548!SPC NC - 1.00000348 x 0.99998137 = 0.99998485 EA1548!UTM 18 - 1.00000348 x 1.00033989 = 1.00034337 EA1548 EA1548 SUPERSEDED SURVEY CONTROL EA1548 EA1548 NGVD 29 (01/20/88) 15.32 (m) 50.3 (f) LEVELING 3 EA1548 EA1548.Superseded values are not recommended for survey control. EA1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1548.See file dsdata.txt to determine how the superseded data were derived. EA1548 EA1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5500910091(NAD 83) EA1548_MARKER: DH = HORIZONTAL CONTROL DISK EA1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1548_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1548_STAMPING: MODEL 1984 EA1548_MARK LOGO: NCGS EA1548_MAGNETIC: O = OTHER; SEE DESCRIPTION EA1548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1548+STABILITY: SURFACE MOTION EA1548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1548+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1999 EA1548 EA1548 HISTORY - Date Condition Report By EA1548 HISTORY - 1984 MONUMENTED NCGS EA1548 HISTORY - 1986 GOOD USPSQD EA1548 HISTORY - 1989 GOOD USPSQD EA1548 HISTORY - 19990701 SEE DESCRIPTION NCGS EA1548 HISTORY - 20050312 MARK NOT FOUND USPSQD EA1548 EA1548 STATION DESCRIPTION EA1548 EA1548'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) EA1548'STATION IS LOCATED ABOUT 6.0 KM (3.7 MI) NORTHEAST OF HAMPSTEAD AND EA1548'14.6 KM (9.1 MI) SOUTHWEST OF HOLLY RIDGE. EA1548' EA1548'ALONG US 17 FOR 6.0 KM (3.75 MI) NORTHEAST FROM THE INTERSCTION WITH EA1548'NC 210 (IN HAMPSTEAD), OR 0.48 KM (0.3 MI) SOUTHWEST OF ENTRANCE EA1548'TO BELVEDERE PLANTATION. EA1548' EA1548'THE STATION IS A STANDARD NCGS DISK STAMPED---MODEL 1984---, SET EA1548'IN THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER, RECESSED EA1548'10 CM BELOW GROUND. LOCATED EA1548'6.9 METERS (22.7 FT) NORTH-NORTHWEST OF CENTERLINE OF HIGHWAY, EA1548'9.1 METERS (30.0 FT) SOUTH-SOUTHEAST OF BENCH MARK--J 215--, EA1548'AND--, 11.1 METERS (36.3 FT) SOUTHEAST OF A 15 INCH PINE , EA1548'20.7 METERS (67.9 FT) NORTH-NORTHWEST OF POWER POLE (241), AND EA1548'29.8 METERS (97.9 FT) WEST-NORTHWEST OF A 30 INCH PINE--ALL WITH EA1548'REFERENCE TAGS. EA1548' EA1548'MARK IS ABOUT 0.5 FOOT BELOW CENTERLINE OF HIGHWAY. EA1548 EA1548 STATION RECOVERY (1986) EA1548 EA1548'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB) EA1548'RECOVERED IN GOOD CONDITION. EA1548 EA1548 STATION RECOVERY (1989) EA1548 EA1548'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMP) EA1548'RECOVERED IN GOOD CONDITION. EA1548 EA1548 STATION RECOVERY (1999) EA1548 EA1548'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH) EA1548'NOT FOUND PROBABLY LOST DUE TO HIGHWAY CONSTRUCTION. REFERENCES ARE EA1548'GONE. ENTIRE AREA HAS BEEN REWORKED DURING CONSTRUCTION. EA1548 EA1548 STATION RECOVERY (2005) EA1548 EA1548'RECOVERY NOTE BY US POWER SQUADRON 2005 EA1548'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1045 *********************************************************************** EA1045 DESIGNATION - MONA EA1045 PID - EA1045 EA1045 STATE/COUNTY- NC/PENDER EA1045 USGS QUAD - PIN HOOK (1981) EA1045 EA1045 *CURRENT SURVEY CONTROL EA1045 ___________________________________________________________________ EA1045* NAD 83(1986)- 34 38 01.53668(N) 077 45 41.96456(W) ADJUSTED EA1045* NAVD 88 - 6.434 (meters) 21.11 (feet) ADJUSTED EA1045 ___________________________________________________________________ EA1045 LAPLACE CORR- -3.47 (seconds) DEFLEC99 EA1045 GEOID HEIGHT- -36.76 (meters) GEOID03 EA1045 DYNAMIC HT - 6.427 (meters) 21.09 (feet) COMP EA1045 MODELED GRAV- 979,671.6 (mgal) NAVD 88 EA1045 EA1045 HORZ ORDER - SECOND EA1045 VERT ORDER - SECOND CLASS II EA1045 EA1045.The North Carolina HARNS have been completed but, EA1045.due to contractual restrictions, coordinates for these stations EA1045.will NOT be published in the near future. In the interim, the EA1045.published coordinates in North Carolina will not be EA1045.consistent with the Continuously Operating Reference Stations EA1045.(CORS). The HARN coordinates for these stations are available EA1045.upon request. Contact Gary Thompson(919-733-3836). EA1045. EA1045.In addition, the published North Carolina positions EA1045.(NAD 83 (1986)) are NOT consistent with those determined in EA1045.adjacent state readjustments. The discontinuity between stations EA1045.located in North Carolina and those in adjacent states EA1045.which have been adjusted to the HARN may be as much as 5 EA1045.decimeters. This will result in a significant loss of accuracy EA1045.over lines crossing such state borders. EA1045 EA1045 EA1045.The horizontal coordinates were established by classical geodetic methods EA1045.and adjusted by the National Geodetic Survey in July 1986. EA1045 EA1045.The orthometric height was determined by differential leveling EA1045.and adjusted by the National Geodetic Survey in June 1991. EA1045 EA1045.The Laplace correction was computed from DEFLEC99 derived deflections. EA1045 EA1045.The geoid height was determined by GEOID03. EA1045 EA1045.The dynamic height is computed by dividing the NAVD 88 EA1045.geopotential number by the normal gravity value computed on the EA1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1045.degrees latitude (g = 980.6199 gals.). EA1045 EA1045.The modeled gravity was interpolated from observed gravity values. EA1045 EA1045; North East Units Scale Factor Converg. EA1045;SPC NC - 98,745.117 723,137.824 MT 0.99993035 +0 42 53.0 EA1045;SPC NC - 323,966.27 2,372,494.68 sFT 0.99993035 +0 42 53.0 EA1045;UTM 18 - 3,835,898.723 246,841.584 MT 1.00039001 -1 34 13.3 EA1045 EA1045! - Elev Factor x Scale Factor = Combined Factor EA1045!SPC NC - 1.00000476 x 0.99993035 = 0.99993511 EA1045!UTM 18 - 1.00000476 x 1.00039001 = 1.00039477 EA1045 EA1045: Primary Azimuth Mark Grid Az EA1045:SPC NC - ANN 066 08 28.6 EA1045:UTM 18 - ANN 068 25 34.9 EA1045 EA1045|---------------------------------------------------------------------| EA1045| PID Reference Object Distance Geod. Az | EA1045| dddmmss.s | EA1045| EA0973 ANN APPROX. 1.0 KM 0665121.6 | EA1045|---------------------------------------------------------------------| EA1045 EA1045 SUPERSEDED SURVEY CONTROL EA1045 EA1045 NAD 27 - 34 38 00.93004(N) 077 45 43.03010(W) AD( ) 2 EA1045 NGVD 29 (??/??/92) 6.734 (m) 22.09 (f) ADJ UNCH 2 2 EA1045 EA1045.Superseded values are not recommended for survey control. EA1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1045.See file dsdata.txt to determine how the superseded data were derived. EA1045 EA1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4684235899(NAD 83) EA1045_MARKER: DD = SURVEY DISK EA1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1045_STAMPING: MONA 1974 EA1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1045+STABILITY: SURFACE MOTION EA1045 EA1045 HISTORY - Date Condition Report By EA1045 HISTORY - 1974 MONUMENTED NCGS EA1045 HISTORY - 1975 GOOD NCGS EA1045 EA1045 STATION DESCRIPTION EA1045 EA1045'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA1045'MONA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA1045'THE VICINITY OF BURGAW, NORTH CAROLINA. EA1045' EA1045'MONA IS LOCATED APPROXIMATELY 10.8 MILES ENE OF BURGAW AND 4.4 EA1045'MILES WSW OF MAPLE HILL. TO REACH STATION FROM INTERSECTION OF EA1045'NC 53 AND NC 50 NORTHWEST OF MAPLE HILL, PROCEED WESTERLY ALONG EA1045'NC 53 FOR 4.25 MILES TO STATION ON LEFT NEAR A TELEPHONE PEDESTAL, EA1045'2.4 MILES SOUTHWEST OF A BRIDGE OVER ANGOLA CREEK, AND 2.75 MILES EA1045'NORTHEAST OF INTERSECTION WITH SR 1523. EA1045' EA1045'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1045'MONA 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA1045'WHICH IS 3 INCHES ABOVE THE GROUND. EA1045' EA1045'MARK IS 42.9 FT S OF C/L OF NC 53 EA1045' EA1045'95.6 FT S OF PP WITH ALUMINUM REF. TAG EA1045' EA1045'107.8 FT W OF TELEPHONE PEDESTAL EA1045' EA1045'12.5 FT N OF 6 INCH PINE WITH ALUMINUM REF. TAG EA1045' EA1045'13.3 FT NE OF 8 INCH PINE WITH ALUMINUM REF. TAG EA1045 EA1045 STATION RECOVERY (1975) EA1045 EA1045'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA1045'4.4 MI WSW FROM MAPLE HILL. EA1045'STATION IS LOCATED APPROXIMATELY 10.8 MILES ENE OF BURGAW. TO REACH EA1045'STATION FROM INTERSECTION OF NC 53 AND NC 50 NORTHWEST OF MAPLE HILL, EA1045'PROCEED WESTERLY ALONG NC 53 FOR 4.25 MILES TO STATION ON LEFT NEAR A EA1045'TELEPHONE PEDESTAL, 2.4 MILES SOUTHWEST OF A BRIDGE OVER ANGOLA CREEK, EA1045'AND 2.75 MILES NORTHEAST OF INTERSECTION WITH SR 1523. 42.9 FT. S OF EA1045'C/L OF NC 53, 95.6 FT. S OF PP WITH ALUMINUM REF. TAG, 107.8 FT. W OF EA1045'TELEPHONE PEDESTAL, 12.5 FT. N OF 6 INCH PINE WITH ALUMINUM REF. TAG EA1045'AND 13.3 FT. NE OF 8 INCH PINE WITH ALUMINUM REF. TAG. DISK IS SET IN EA1045'CONCRETE CYLINDER, 3 INCHES ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AI0872 *********************************************************************** AI0872 DESIGNATION - MONKS AZ MK AI0872 PID - AI0872 AI0872 STATE/COUNTY- NC/PENDER AI0872 USGS QUAD - HOLLY RIDGE (1997) AI0872 AI0872 *CURRENT SURVEY CONTROL AI0872 ___________________________________________________________________ AI0872* NAD 83(1986)- 34 27 08.78009(N) 077 33 49.72872(W) ADJUSTED AI0872* NAVD 88 - 9.20 (meters) 30.2 (feet) LEVELING AI0872 ___________________________________________________________________ AI0872 LAPLACE CORR- -2.14 (seconds) DEFLEC99 AI0872 GEOID HEIGHT- -37.33 (meters) GEOID03 AI0872 AI0872 HORZ ORDER - SECOND AI0872 VERT ORDER - THIRD ? AI0872 AI0872.The North Carolina HARNS have been completed but, AI0872.due to contractual restrictions, coordinates for these stations AI0872.will NOT be published in the near future. In the interim, the AI0872.published coordinates in North Carolina will not be AI0872.consistent with the Continuously Operating Reference Stations AI0872.(CORS). The HARN coordinates for these stations are available AI0872.upon request. Contact Gary Thompson(919-733-3836). AI0872. AI0872.In addition, the published North Carolina positions AI0872.(NAD 83 (1986)) are NOT consistent with those determined in AI0872.adjacent state readjustments. The discontinuity between stations AI0872.located in North Carolina and those in adjacent states AI0872.which have been adjusted to the HARN may be as much as 5 AI0872.decimeters. This will result in a significant loss of accuracy AI0872.over lines crossing such state borders. AI0872 AI0872 AI0872.The horizontal coordinates were established by classical geodetic methods AI0872.and adjusted by the National Geodetic Survey in July 1999. AI0872 AI0872.The orthometric height was determined by differential leveling. AI0872.The vertical network tie was performed by a horz. field party for horz. AI0872.obs reductions. Reset procedures were used to establish the elevation. AI0872 AI0872.The Laplace correction was computed from DEFLEC99 derived deflections. AI0872 AI0872.The geoid height was determined by GEOID03. AI0872 AI0872; North East Units Scale Factor Converg. AI0872;SPC NC - 78,878.226 741,566.744 MT 0.99996914 +0 49 44.1 AI0872;SPC NC - 258,786.31 2,432,956.89 sFT 0.99996914 +0 49 44.1 AI0872;UTM 18 - 3,815,305.670 264,471.492 MT 1.00028383 -1 27 03.9 AI0872 AI0872! - Elev Factor x Scale Factor = Combined Factor AI0872!SPC NC - 1.00000442 x 0.99996914 = 0.99997356 AI0872!UTM 18 - 1.00000442 x 1.00028383 = 1.00028825 AI0872 AI0872 SUPERSEDED SURVEY CONTROL AI0872 AI0872.No superseded survey control is available for this station. AI0872 AI0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6447115306(NAD 83) AI0872_MARKER: DZ = AZIMUTH MARK DISK AI0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI0872_STAMPING: MONKS 1988 AI0872_MARK LOGO: NCGS AI0872_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AI0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI0872+STABILITY: SURFACE MOTION AI0872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI0872+SATELLITE: SATELLITE OBSERVATIONS - 1988 AI0872 AI0872 HISTORY - Date Condition Report By AI0872 HISTORY - 1988 MONUMENTED NCGS AI0872 AI0872 STATION DESCRIPTION AI0872 AI0872'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB) AI0872'STATION IS LOCATED ABOUT 2.85 KM (1.75 MI) NORTHWEST OF SURF CITY AND AI0872'5.30 KM (3.30 MI) SOUTH OF HOLLY RIDGE. ALONG NC 50 FOR 2.80 KM (1.75 AI0872'MI) NORTHWEST FROM THE DRAWBRIDGE OVER THE AIWW IN SURF CITY, OR 0.25 AI0872'KM (0.15 MI) NORTHWEST OF NC 210. MARK IS 1 FOOT (0.3 M) LOWER THAN AI0872'HIGHWAY AND RECESSED 1 INCH BELOW GROUND. LOCATED 5.33 M (17.49 FT) AI0872'EAST OF THE CENTERLINE OF NC 50--AND 16.92 M (55.51 FT) EAST-NORTHEAST AI0872'OF POWER POLE NO KT-394, 10.36 M (33.99 FT) WEST-SOUTHWEST OF A AI0872'10-INCH PINE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB0167 *********************************************************************** EB0167 DESIGNATION - MONTAGUE=W 21 EB0167 PID - EB0167 EB0167 STATE/COUNTY- NC/PENDER EB0167 USGS QUAD - CURRIE (1988) EB0167 EB0167 *CURRENT SURVEY CONTROL EB0167 ___________________________________________________________________ EB0167* NAD 83(1986)- 34 26 53.98255(N) 078 04 42.22237(W) ADJUSTED EB0167* NAVD 88 - 10.910 (meters) 35.79 (feet) POSTED EB0167 ___________________________________________________________________ EB0167 LAPLACE CORR- -3.64 (seconds) DEFLEC99 EB0167 GEOID HEIGHT- -36.00 (meters) GEOID03 EB0167 DYNAMIC HT - 10.900 (meters) 35.76 (feet) COMP EB0167 MODELED GRAV- 979,682.2 (mgal) NAVD 88 EB0167 EB0167 HORZ ORDER - FIRST EB0167 VERT ORDER - * POSTED, Code A , SEE BELOW EB0167 EB0167.The North Carolina HARNS have been completed but, EB0167.due to contractual restrictions, coordinates for these stations EB0167.will NOT be published in the near future. In the interim, the EB0167.published coordinates in North Carolina will not be EB0167.consistent with the Continuously Operating Reference Stations EB0167.(CORS). The HARN coordinates for these stations are available EB0167.upon request. Contact Gary Thompson(919-733-3836). EB0167. EB0167.In addition, the published North Carolina positions EB0167.(NAD 83 (1986)) are NOT consistent with those determined in EB0167.adjacent state readjustments. The discontinuity between stations EB0167.located in North Carolina and those in adjacent states EB0167.which have been adjusted to the HARN may be as much as 5 EB0167.decimeters. This will result in a significant loss of accuracy EB0167.over lines crossing such state borders. EB0167 EB0167 EB0167.The horizontal coordinates were established by classical geodetic methods EB0167.and adjusted by the National Geodetic Survey in July 1986. EB0167 EB0167.The orthometric height was determined by differential leveling EB0167.and adjusted by the National Geodetic Survey in 1992. EB0167.* This is a POSTED BENCH MARK height. Code A indicates a distribution EB0167.rate of 0.0 thru 1.0 mm/km. EB0167 EB0167.The Laplace correction was computed from DEFLEC99 derived deflections. EB0167 EB0167.The geoid height was determined by GEOID03. EB0167 EB0167.The dynamic height is computed by dividing the NAVD 88 EB0167.geopotential number by the normal gravity value computed on the EB0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB0167.degrees latitude (g = 980.6199 gals.). EB0167 EB0167.The modeled gravity was interpolated from observed gravity values. EB0167 EB0167; North East Units Scale Factor Converg. EB0167;SPC NC - 77,860.767 694,289.839 MT 0.99997014 +0 31 54.9 EB0167;SPC NC - 255,448.20 2,277,849.25 sFT 0.99997014 +0 31 54.9 EB0167;UTM 17 - 3,815,740.736 768,420.402 MT 1.00048819 +1 39 13.1 EB0167;UTM 18 - 3,816,167.923 217,169.709 MT 1.00058612 -1 44 33.0 EB0167 EB0167! - Elev Factor x Scale Factor = Combined Factor EB0167!SPC NC - 1.00000394 x 0.99997014 = 0.99997408 EB0167!UTM 17 - 1.00000394 x 1.00048819 = 1.00049213 EB0167!UTM 18 - 1.00000394 x 1.00058612 = 1.00059006 EB0167 EB0167: Primary Azimuth Mark Grid Az EB0167:SPC NC - CURRIE=X 21 308 30 03.5 EB0167:UTM 17 - CURRIE=X 21 307 22 45.3 EB0167:UTM 18 - CURRIE=X 21 310 46 31.4 EB0167 EB0167|---------------------------------------------------------------------| EB0167| PID Reference Object Distance Geod. Az | EB0167| dddmmss.s | EB0167| EB0168 CURRIE=X 21 APPROX. 2.9 KM 3090158.4 | EB0167| EB3746 MONTAGUE RM 13.950 METERS 33756 | EB0167|---------------------------------------------------------------------| EB0167 EB0167 SUPERSEDED SURVEY CONTROL EB0167 EB0167 NAD 27 - 34 26 53.38500(N) 078 04 43.24800(W) AD( ) 1 EB0167 NGVD 29 (??/??/92) 11.189 (m) 36.71 (f) ADJ UNCH 1 2 EB0167 EB0167.Superseded values are not recommended for survey control. EB0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB0167.See file dsdata.txt to determine how the superseded data were derived. EB0167 EB0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6842015741(NAD 83) EB0167_MARKER: DS = TRIANGULATION STATION DISK EB0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB0167_STAMPING: MONTAGUE 1918 W 21 36.299 EB0167_MARK LOGO: CGS EB0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB0167+STABILITY: SURFACE MOTION EB0167 EB0167 HISTORY - Date Condition Report By EB0167 HISTORY - 1918 MONUMENTED CGS EB0167 HISTORY - 1934 GOOD CGS EB0167 HISTORY - 1973 MARK NOT FOUND NGS EB0167 HISTORY - 20040619 MARK NOT FOUND USPSQD EB0167 EB0167 STATION DESCRIPTION EB0167 EB0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS) EB0167'ABOUT 1 MILE SOUTH OF RAILROAD STATION AT CURRIE, ON FIRST CURVE OF EB0167'ATLANTIC COAST LINE RAILROAD SOUTH OF CURRIE, ON PROLONGATION OF EB0167'TANGENT TO RIGHT RAIL TOWARD CURRIE, ON LEVEL GROUND AT EDGE OF EB0167'WOODS, AND 25 METERS (82 FEET) EAST OF TRACK. SURFACE MARK IS EB0167'STANDARD DISK STATION MARK IN CONCRETE. UNDERGROUND MARK EB0167'IS NAIL IN CONCRETE. EB0167' EB0167'REFERENCE MARK IS STANDARD REFERENCE DISK IN CONCRETE, EB0167'AT FOOT OF LARGE PINE TREE, AND 13.95 METERS EB0167'(45.8 FEET) FROM STATION N 22 DEG 04 MIN W. EB0167' EB0167'STATION CURRIE VISIBLE FROM GROUND N 50 DEG 58 MIN W. EB0167 EB0167 STATION RECOVERY (1934) EB0167 EB0167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 EB0167'1 MI SE FROM CURRIE. EB0167'1 MILE SOUTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE EB0167'STATION AT CURRIE, PENDER COUNTY, AT THE FIRST CURVE SOUTH OF THE EB0167'STATION, AT THE INTERSECTION OF THE PROLONGATIONS OF THE EAST RAIL EB0167'OF THE NORTH TANGENT AND THE WEST RAIL OF THE SOUTH TANGENT, 25 EB0167'YARDS EAST OF THE EAST RAIL AND SET IN THE TOP OF A CONCRETE POST EB0167'PROJECTING 2 INCHES ABOVE GROUND. EB0167 EB0167 STATION RECOVERY (1973) EB0167 EB0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JWC) EB0167'APPROXIMATELY 3 HOURS OF SEARCHING CLEARING LINE FOR INTERSECTING EB0167'TANGENTS WITH DISTANCE FROM RAIL, AND DIGGING TURNED UP NO SIGN OF EB0167'MONUMENTS. EB0167 EB0167 STATION RECOVERY (2004) EB0167 EB0167'RECOVERY NOTE BY US POWER SQUADRON 2004 EB0167'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2962 *********************************************************************** EA2962 DESIGNATION - MORRIS EA2962 PID - EA2962 EA2962 STATE/COUNTY- NC/PENDER EA2962 USGS QUAD - BURGAW (1988) EA2962 EA2962 *CURRENT SURVEY CONTROL EA2962 ___________________________________________________________________ EA2962* NAD 83(1986)- 34 32 27.37127(N) 077 59 50.95023(W) ADJUSTED EA2962* NAVD 88 - 11.8 (meters) 39. (feet) VERTCON EA2962 ___________________________________________________________________ EA2962 LAPLACE CORR- -3.76 (seconds) DEFLEC99 EA2962 GEOID HEIGHT- -36.21 (meters) GEOID03 EA2962 EA2962 HORZ ORDER - SECOND EA2962 EA2962.The North Carolina HARNS have been completed but, EA2962.due to contractual restrictions, coordinates for these stations EA2962.will NOT be published in the near future. In the interim, the EA2962.published coordinates in North Carolina will not be EA2962.consistent with the Continuously Operating Reference Stations EA2962.(CORS). The HARN coordinates for these stations are available EA2962.upon request. Contact Gary Thompson(919-733-3836). EA2962. EA2962.In addition, the published North Carolina positions EA2962.(NAD 83 (1986)) are NOT consistent with those determined in EA2962.adjacent state readjustments. The discontinuity between stations EA2962.located in North Carolina and those in adjacent states EA2962.which have been adjusted to the HARN may be as much as 5 EA2962.decimeters. This will result in a significant loss of accuracy EA2962.over lines crossing such state borders. EA2962 EA2962 EA2962.The horizontal coordinates were established by classical geodetic methods EA2962.and adjusted by the National Geodetic Survey in July 1986. EA2962 EA2962.The NAVD 88 height was computed by applying the VERTCON shift value to EA2962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2962 EA2962.The Laplace correction was computed from DEFLEC99 derived deflections. EA2962 EA2962.The geoid height was determined by GEOID03. EA2962 EA2962; North East Units Scale Factor Converg. EA2962;SPC NC - 88,205.008 701,620.783 MT 0.99994897 +0 34 43.0 EA2962;SPC NC - 289,385.93 2,301,900.85 sFT 0.99994897 +0 34 43.0 EA2962;UTM 18 - 3,826,218.781 224,910.464 MT 1.00053286 -1 42 02.3 EA2962;UTM 17 - 3,826,232.496 775,551.093 MT 1.00053599 +1 42 12.5 EA2962 EA2962! - Elev Factor x Scale Factor = Combined Factor EA2962!SPC NC - 1.00000384 x 0.99994897 = 0.99995281 EA2962!UTM 18 - 1.00000384 x 1.00053286 = 1.00053670 EA2962!UTM 17 - 1.00000384 x 1.00053599 = 1.00053983 EA2962 EA2962: Primary Azimuth Mark Grid Az EA2962:SPC NC - HERRING 098 43 09.8 EA2962:UTM 18 - HERRING 100 59 55.1 EA2962:UTM 17 - HERRING 097 35 40.3 EA2962 EA2962|---------------------------------------------------------------------| EA2962| PID Reference Object Distance Geod. Az | EA2962| dddmmss.s | EA2962| EA2961 HERRING 481.126 METERS 0991752.8 | EA2962| EB1986 LANIS 492.637 METERS 2900615.1 | EA2962|---------------------------------------------------------------------| EA2962 EA2962 SUPERSEDED SURVEY CONTROL EA2962 EA2962 NAD 27 - 34 32 26.77429(N) 077 59 51.97919(W) AD( ) 2 EA2962 NGVD 29 (07/19/86) 12.0 (m) 39. (f) VERT ANG EA2962 EA2962.Superseded values are not recommended for survey control. EA2962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2962.See file dsdata.txt to determine how the superseded data were derived. EA2962 EA2962_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD2491026219(NAD 83) EA2962_MARKER: DE = TRAVERSE STATION DISK EA2962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2962_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2962_STAMPING: MORRIS 1973 EA2962_MARK LOGO: NCGS EA2962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2962+STABILITY: SURFACE MOTION EA2962 EA2962 HISTORY - Date Condition Report By EA2962 HISTORY - 1973 MONUMENTED NCGS EA2962 EA2962 STATION DESCRIPTION EA2962 EA2962'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EA2962'MORRIS IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA2962'THE VICINITY OF BURGAW, NORTH CAROLINA. EA2962' EA2962'MORRIS IS LOCATED APPROXIMATELY 04.3 MILES WEST OF BURGAW, AND EA2962'09.8 MILES EAST OF ATKINSON. TO REACH THE STATION FROM THE EA2962'INTERSECTION OF NC 53 (WILMINGTON STREET) WITH SEABOARD COASTLINE EA2962'R/R IN BURGAW, PROCEED WEST ALONG NC 53 FOR 4.05 MILES TO STATION EA2962'ON THE LEFT, 0.3 MILES WEST OF INTERSECTION WITH SR 1340, AND ON EA2962'PROJECTION OF C/L OF NC 53 FROM WEST. EA2962' EA2962'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED MORRIS EA2962'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EA2962'FLUSH WITH THE SURFACE OF THE GROUND. EA2962' EA2962'MARK IS EA2962'33.5 FEET SSW OF C/L OF NC 53. EA2962'45.5 FEET ESE OF C/L OF WOODS ROAD. EA2962'8.6 FEET NNE OF 4 INCHES PINE W/ALUMINUM REF. TAG. EA2962'58.0 FEET E OF 14 INCHES OAK W/ALUMINUM REF. TAG. EA2962'85.6 FEET SW OF PP NO. 15467 W/ALUMINUM REF. TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0867 *********************************************************************** EA0867 DESIGNATION - MOSELEY EA0867 PID - EA0867 EA0867 STATE/COUNTY- NC/PENDER EA0867 USGS QUAD - ROCKY POINT (1988) EA0867 EA0867 *CURRENT SURVEY CONTROL EA0867 ___________________________________________________________________ EA0867* NAD 83(1986)- 34 28 30.21500(N) 077 53 15.10403(W) ADJUSTED EA0867* NAVD 88 - 16.931 (meters) 55.55 (feet) ADJUSTED EA0867 ___________________________________________________________________ EA0867 LAPLACE CORR- -4.23 (seconds) DEFLEC99 EA0867 GEOID HEIGHT- -36.50 (meters) GEOID03 EA0867 DYNAMIC HT - 16.915 (meters) 55.50 (feet) COMP EA0867 MODELED GRAV- 979,679.6 (mgal) NAVD 88 EA0867 EA0867 HORZ ORDER - SECOND EA0867 VERT ORDER - SECOND CLASS II EA0867 EA0867.The North Carolina HARNS have been completed but, EA0867.due to contractual restrictions, coordinates for these stations EA0867.will NOT be published in the near future. In the interim, the EA0867.published coordinates in North Carolina will not be EA0867.consistent with the Continuously Operating Reference Stations EA0867.(CORS). The HARN coordinates for these stations are available EA0867.upon request. Contact Gary Thompson(919-733-3836). EA0867. EA0867.In addition, the published North Carolina positions EA0867.(NAD 83 (1986)) are NOT consistent with those determined in EA0867.adjacent state readjustments. The discontinuity between stations EA0867.located in North Carolina and those in adjacent states EA0867.which have been adjusted to the HARN may be as much as 5 EA0867.decimeters. This will result in a significant loss of accuracy EA0867.over lines crossing such state borders. EA0867 EA0867 EA0867.The horizontal coordinates were established by classical geodetic methods EA0867.and adjusted by the National Geodetic Survey in July 1986. EA0867 EA0867.The orthometric height was determined by differential leveling EA0867.and adjusted by the National Geodetic Survey in June 1991. EA0867 EA0867.The Laplace correction was computed from DEFLEC99 derived deflections. EA0867 EA0867.The geoid height was determined by GEOID03. EA0867 EA0867.The dynamic height is computed by dividing the NAVD 88 EA0867.geopotential number by the normal gravity value computed on the EA0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0867.degrees latitude (g = 980.6199 gals.). EA0867 EA0867.The modeled gravity was interpolated from observed gravity values. EA0867 EA0867; North East Units Scale Factor Converg. EA0867;SPC NC - 81,005.490 711,795.120 MT 0.99996376 +0 38 31.5 EA0867;SPC NC - 265,765.51 2,335,281.16 sFT 0.99996376 +0 38 31.5 EA0867;UTM 18 - 3,818,616.349 234,795.914 MT 1.00046702 -1 38 07.6 EA0867 EA0867! - Elev Factor x Scale Factor = Combined Factor EA0867!SPC NC - 1.00000307 x 0.99996376 = 0.99996683 EA0867!UTM 18 - 1.00000307 x 1.00046702 = 1.00047009 EA0867 EA0867: Primary Azimuth Mark Grid Az EA0867:SPC NC - SIDBURY 175 36 22.8 EA0867:UTM 18 - SIDBURY 177 53 01.9 EA0867 EA0867|---------------------------------------------------------------------| EA0867| PID Reference Object Distance Geod. Az | EA0867| dddmmss.s | EA0867| EA0866 SIDBURY APPROX. 0.9 KM 1761454.3 | EA0867|---------------------------------------------------------------------| EA0867 EA0867 SUPERSEDED SURVEY CONTROL EA0867 EA0867 NAD 27 - 34 28 29.61473(N) 077 53 16.14595(W) AD( ) 2 EA0867 NGVD 29 (??/??/92) 17.223 (m) 56.51 (f) ADJ UNCH 2 2 EA0867 EA0867.Superseded values are not recommended for survey control. EA0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0867.See file dsdata.txt to determine how the superseded data were derived. EA0867 EA0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3479618616(NAD 83) EA0867_MARKER: DD = SURVEY DISK EA0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0867_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0867_STAMPING: MOSELEY 1968 EA0867 EA0867 HISTORY - Date Condition Report By EA0867 HISTORY - 1968 MONUMENTED NCGS EA0867 HISTORY - 1975 GOOD NCGS EA0867 EA0867 STATION DESCRIPTION EA0867 EA0867'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0867'MOSELEY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA0867'IN THE VICINITY OF BURGAW, NORTH CAROLINA. EA0867' EA0867'MOSELEY IS LOCATED APPROXIMATELY 5.7 MILES SOUTHEAST OF THE EA0867'CENTER OF BURGAW. TO REACH STATION PROCEED FROM THE INTERSECTION EA0867'OF NC 210 WITH U.S. 117, GO NORTH ON U.S. 117 FOR 2.45 MILES TO EA0867'STATION. WHICH IS ON THE EAST SIDE OF U.S. 117 AT WEST SIDE OF EA0867'SMALL PINE GROVE AND 0.3 MILE SOUTH OF INTERSECTION OF SR 1411 EA0867'AND U.S. 117. EA0867' EA0867'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EA0867'MOSELEY 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EA0867'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EA0867' EA0867'MARK IS EA0867' EA0867'39.1 FT E OF C/L OF U.S. 117 EA0867' EA0867'10.3 FT SSE OF 6 INCH PINE WITH ALUMINUM REF. TAG ON E SIDE OF EA0867'U.S. 117 EA0867' EA0867'4.6 FT W OF 6 INCH PINE WITH ALUMINUM REF. TAG ON E SIDE OF EA0867'U.S. 117 EA0867' EA0867'25.6 FT NNW OF 5 INCH PINE WITH ALUMINUM REF. TAG ON E SIDE EA0867'OF U.S. 117 EA0867' EA0867'179.6 FT N OF POST FOR EDWARD MOSELEY HISTORICAL MARKER ON EA0867'THE E SHOULDER OF U.S. 117 EA0867 EA0867 STATION RECOVERY (1975) EA0867 EA0867'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0867'2.7 MI N FROM ROCKY POINT. EA0867'MOSELEY IS LOCATED APPROXIMATELY 5.7 MILES SSE OF BURGAW. TO REACH EA0867'STATION PROCEED FROM THE INTERSECTION OF US 117 WITH NC 210 CROSSROADS EA0867'IN ROCKY POINT, PROCEED NORTH ON US 117 FOR 2.45 MILES TO STATION ON EA0867'THE RIGHT AT WEST SIDE OF SMALL PINE GROVE, AND 0.25 MILE SOUTH OF SR EA0867'1411 CROSSROADS. 39.1 FT. E OF C/L OF US 117, 10.3 FT. SSE OF 6 INCH EA0867'PINE WITH ALUMINUM REF. TAG, 4.6 FT. W OF 6 INCH PINE WITH ALUMINUM EA0867'REF. TAG, 25.6 FT. NNW OF 5 INCH PINE WITH ALUMINUM REF. TAG, AND EA0867'179.6 FT. N OF POST FOR EDWARD MOSELEY HISTORICAL MARKER ON E SHOULDER EA0867'OF HIGHWAY. DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1971 *********************************************************************** EB1971 DESIGNATION - MOSS EB1971 PID - EB1971 EB1971 STATE/COUNTY- NC/PENDER EB1971 USGS QUAD - WALLACE WEST (1984) EB1971 EB1971 *CURRENT SURVEY CONTROL EB1971 ___________________________________________________________________ EB1971* NAD 83(1986)- 34 38 14.83737(N) 078 06 01.36339(W) ADJUSTED EB1971* NAVD 88 - 18.8 (meters) 62. (feet) VERTCON EB1971 ___________________________________________________________________ EB1971 LAPLACE CORR- -4.08 (seconds) DEFLEC99 EB1971 GEOID HEIGHT- -35.93 (meters) GEOID03 EB1971 EB1971 HORZ ORDER - SECOND EB1971 EB1971.The North Carolina HARNS have been completed but, EB1971.due to contractual restrictions, coordinates for these stations EB1971.will NOT be published in the near future. In the interim, the EB1971.published coordinates in North Carolina will not be EB1971.consistent with the Continuously Operating Reference Stations EB1971.(CORS). The HARN coordinates for these stations are available EB1971.upon request. Contact Gary Thompson(919-733-3836). EB1971. EB1971.In addition, the published North Carolina positions EB1971.(NAD 83 (1986)) are NOT consistent with those determined in EB1971.adjacent state readjustments. The discontinuity between stations EB1971.located in North Carolina and those in adjacent states EB1971.which have been adjusted to the HARN may be as much as 5 EB1971.decimeters. This will result in a significant loss of accuracy EB1971.over lines crossing such state borders. EB1971 EB1971 EB1971.The horizontal coordinates were established by classical geodetic methods EB1971.and adjusted by the National Geodetic Survey in July 1986. EB1971 EB1971.The NAVD 88 height was computed by applying the VERTCON shift value to EB1971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB1971 EB1971.The Laplace correction was computed from DEFLEC99 derived deflections. EB1971 EB1971.The geoid height was determined by GEOID03. EB1971 EB1971; North East Units Scale Factor Converg. EB1971;SPC NC - 98,820.512 692,079.646 MT 0.99992966 +0 31 09.2 EB1971;SPC NC - 324,213.63 2,270,597.97 sFT 0.99992966 +0 31 09.2 EB1971;UTM 17 - 3,836,664.105 765,797.444 MT 1.00047087 +1 38 56.6 EB1971 EB1971! - Elev Factor x Scale Factor = Combined Factor EB1971!SPC NC - 1.00000268 x 0.99992966 = 0.99993234 EB1971!UTM 17 - 1.00000268 x 1.00047087 = 1.00047355 EB1971 EB1971: Primary Azimuth Mark Grid Az EB1971:SPC NC - TIE 276 39 08.4 EB1971:UTM 17 - TIE 275 31 21.0 EB1971 EB1971|---------------------------------------------------------------------| EB1971| PID Reference Object Distance Geod. Az | EB1971| dddmmss.s | EB1971| EB1967 PENDERLEA MICROWAVE TOWER APPROX. 1.2 KM 2223804.9 | EB1971| EB1970 TIE APPROX. 0.9 KM 2771017.6 | EB1971|---------------------------------------------------------------------| EB1971 EB1971 SUPERSEDED SURVEY CONTROL EB1971 EB1971 NAD 27 - 34 38 14.22764(N) 078 06 02.39657(W) AD( ) 2 EB1971 NGVD 29 (07/19/86) 19.1 (m) 63. (f) VERT ANG EB1971 EB1971.Superseded values are not recommended for survey control. EB1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1971.See file dsdata.txt to determine how the superseded data were derived. EB1971 EB1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6579736664(NAD 83) EB1971_MARKER: DE = TRAVERSE STATION DISK EB1971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1971_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB1971_STAMPING: MOSS 1973 EB1971_MARK LOGO: NCGS EB1971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1971+STABILITY: SURFACE MOTION EB1971 EB1971 HISTORY - Date Condition Report By EB1971 HISTORY - 1973 MONUMENTED NCGS EB1971 EB1971 STATION DESCRIPTION EB1971 EB1971'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB1971'MOSS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB1971'VICINITY OF PENDERLEA, NORTH CAROLINA. EB1971' EB1971'MOSS IS LOCATED APPROXIMATELY 3.2 MILES WSW OF PENDERLEA, AND 8.5 EB1971'MILES NNE OF ATKINSON. TO REACH STATION FROM INTERSECTION OF SR EB1971'1321 WITH SR 1326 IN CENTER OF PENDERLEA, PROCEED WSW ALONG SR 1321 EB1971'FOR 3.25 MILES TO STATION ON LEFT, 0.5 MILES EAST OF INTERSECTION EB1971'WITH US 421, AND ON WEST SIDE OF DRIVEWAY TO AN OLD HOUSE. EB1971' EB1971'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED MOSS EB1971'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB1971'FLUSH WITH THE GROUND. EB1971' EB1971'MARK IS EB1971' EB1971'18.8 FEET S OF C/L OF SR 1321. EB1971'7.6 FEET W OF C/L OF DRIVEWAY. EB1971'4.1 FEET S OF THE WEST END OF CULVERT UNDER DRIVE. EB1971'96.2 FEET N OF SERVICE POLE NO. 18008 W/ALUMINUM REF. TAG. EB1971'123.6 FEET ENE OF PP NO. 11431 W/ALUMINUM REF. TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0910 *********************************************************************** EA0910 DESIGNATION - MOTEL EA0910 PID - EA0910 EA0910 STATE/COUNTY- NC/PENDER EA0910 USGS QUAD - BURGAW (1988) EA0910 EA0910 *CURRENT SURVEY CONTROL EA0910 ___________________________________________________________________ EA0910* NAD 83(1986)- 34 33 37.22578(N) 077 55 15.38024(W) ADJUSTED EA0910* NAVD 88 - 13.239 (meters) 43.44 (feet) ADJUSTED EA0910 ___________________________________________________________________ EA0910 LAPLACE CORR- -4.18 (seconds) DEFLEC99 EA0910 GEOID HEIGHT- -36.41 (meters) GEOID03 EA0910 DYNAMIC HT - 13.227 (meters) 43.40 (feet) COMP EA0910 MODELED GRAV- 979,675.9 (mgal) NAVD 88 EA0910 EA0910 HORZ ORDER - SECOND EA0910 VERT ORDER - SECOND CLASS II EA0910 EA0910.The North Carolina HARNS have been completed but, EA0910.due to contractual restrictions, coordinates for these stations EA0910.will NOT be published in the near future. In the interim, the EA0910.published coordinates in North Carolina will not be EA0910.consistent with the Continuously Operating Reference Stations EA0910.(CORS). The HARN coordinates for these stations are available EA0910.upon request. Contact Gary Thompson(919-733-3836). EA0910. EA0910.In addition, the published North Carolina positions EA0910.(NAD 83 (1986)) are NOT consistent with those determined in EA0910.adjacent state readjustments. The discontinuity between stations EA0910.located in North Carolina and those in adjacent states EA0910.which have been adjusted to the HARN may be as much as 5 EA0910.decimeters. This will result in a significant loss of accuracy EA0910.over lines crossing such state borders. EA0910 EA0910 EA0910.The horizontal coordinates were established by classical geodetic methods EA0910.and adjusted by the National Geodetic Survey in July 1986. EA0910 EA0910.The orthometric height was determined by differential leveling EA0910.and adjusted by the National Geodetic Survey in June 1991. EA0910 EA0910.The Laplace correction was computed from DEFLEC99 derived deflections. EA0910 EA0910.The geoid height was determined by GEOID03. EA0910 EA0910.The dynamic height is computed by dividing the NAVD 88 EA0910.geopotential number by the normal gravity value computed on the EA0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0910.degrees latitude (g = 980.6199 gals.). EA0910 EA0910.The modeled gravity was interpolated from observed gravity values. EA0910 EA0910; North East Units Scale Factor Converg. EA0910;SPC NC - 90,430.967 708,623.298 MT 0.99994487 +0 37 22.1 EA0910;SPC NC - 296,688.93 2,324,874.94 sFT 0.99994487 +0 37 22.1 EA0910;UTM 18 - 3,828,165.489 231,999.975 MT 1.00048538 -1 39 28.7 EA0910;UTM 17 - 3,828,596.952 782,512.822 MT 1.00058389 +1 44 52.2 EA0910 EA0910! - Elev Factor x Scale Factor = Combined Factor EA0910!SPC NC - 1.00000364 x 0.99994487 = 0.99994851 EA0910!UTM 18 - 1.00000364 x 1.00048538 = 1.00048902 EA0910!UTM 17 - 1.00000364 x 1.00058389 = 1.00058753 EA0910 EA0910: Primary Azimuth Mark Grid Az EA0910:SPC NC - WALTON 2 134 41 46.9 EA0910:UTM 18 - WALTON 2 136 58 37.7 EA0910:UTM 17 - WALTON 2 133 34 16.8 EA0910 EA0910|---------------------------------------------------------------------| EA0910| PID Reference Object Distance Geod. Az | EA0910| dddmmss.s | EA0910| EA0908 WALTON 2 APPROX. 0.9 KM 1351909.0 | EA0910| EA0909 READES 209.810 METERS 13735 | EA0910|---------------------------------------------------------------------| EA0910 EA0910 SUPERSEDED SURVEY CONTROL EA0910 EA0910 NAD 27 - 34 33 36.63016(N) 077 55 16.41540(W) AD( ) 2 EA0910 NGVD 29 (??/??/92) 13.530 (m) 44.39 (f) ADJ UNCH 2 2 EA0910 EA0910.Superseded values are not recommended for survey control. EA0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0910.See file dsdata.txt to determine how the superseded data were derived. EA0910 EA0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3200028165(NAD 83) EA0910_MARKER: DD = SURVEY DISK EA0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0910_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0910_STAMPING: MOTEL 1968 EA0910 EA0910 HISTORY - Date Condition Report By EA0910 HISTORY - 1968 MONUMENTED NCGS EA0910 HISTORY - 1973 GOOD NGS EA0910 HISTORY - 1974 GOOD NCGS EA0910 HISTORY - 1975 GOOD NCGS EA0910 HISTORY - 20040619 MARK NOT FOUND USPSQD EA0910 EA0910 STATION DESCRIPTION EA0910 EA0910'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0910'MOTEL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA0910'IN THE VICINITY OF BURGAW, NORTH CAROLINA. EA0910' EA0910'MOTEL IS LOCATED APPROXIMATELY 0.7 MILE NORTHEAST OF THE EA0910'CENTER OF BURGAW. TO REACH STATION PROCEED FROM THE EA0910'INTERSECTION OF NC 53 WITH U.S. 117 BYPASS, GO NORTH ON EA0910'U.S. 117 BYPASS FOR 0.15 MILE TO SHAMROCK MOTEL, AND EA0910'STATION. WHICH IS IN YARD OF MOTEL AT SOUTH SIDE OF NORTH EA0910'DRIVEWAY. EA0910' EA0910'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0910'MOTEL 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA0910'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EA0910' EA0910'MARK IS EA0910' EA0910'81.9 FT WSW OF C/L OF NC 117 BYPASS EA0910' EA0910'37.9 FT SE OF PP WITH STREET LIGHT ON NORTH SIDE OF N DRIVEWAY EA0910'TO SHAMROCK MOTEL, AND WITH ALUMINUM REF. TAG EA0910' EA0910'91.9 FT SW OF C/L OF INTERSECTION OF N DRIVEWAY TO SHAMROCK EA0910'MOTEL WITH U.S. 117 BYPASS EA0910' EA0910'61.3 FT WSW OF 4X4 POST WITH SIGNAL AHEAD SIGN, AND WITH ALUMINUM EA0910'REF. TAG EA0910' EA0910'21.2 FT WSW OF S END OF CULVERT UNDER NORTH DRIVEWAY TO SHAMROCK EA0910'MOTEL EA0910' EA0910'71.9 FT NW OF METAL POST WITH SHAMROCK MOTEL SIGN EA0910' EA0910'93.3 FT ENE OF NE CORNER OF SHAMROCK MOTEL EA0910 EA0910 STATION RECOVERY (1973) EA0910 EA0910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JWC) EA0910'STATION RECOVERED AS DESCRIBED. REVISED REFERENCE SHOULD EA0910'READ - 80.9 FEET SW OF C/L OF US 117 BYPASS, 37.0 FEET SE OF PP WITH EA0910'STREET LIGHT ON N SIDE OF N DRIVEWAY TO SHAMROCK MOTEL WITH EA0910'ALUMINUM REF. TAG, 60.5 FEET SW OF 4X4 POST WITH SIGNAL AHEAD SIGN EA0910'AND WITH ALUMINUM REF. TAG, 20.8 FEET SW OF S END OF CULVERT EA0910'UNDER N DRIVEWAY TO SHAMROCK MOTEL, 70.6 FEET NW OF W METAL POST EA0910'WITH SHAMROCK MOTEL SIGN, AND 92.4 FEET NE OF NE CORNER OF EA0910'SHAMROCK MOTEL. EA0910 EA0910 STATION RECOVERY (1974) EA0910 EA0910'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA0910'MOTEL 1968 GOOD EA0910 EA0910 STATION RECOVERY (1975) EA0910 EA0910'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0910'IN BURGAW. EA0910'TO REACH STATION FROM THE INTERSECTION OF NC 53 WITH US 117 BYPASS, EA0910'PROCEED NORTH ON US 117 BYPASS FOR 0.15 MILE TO SHAMROCK MOTEL, AND EA0910'STATION IN YARD OF MOTEL AT SOUTH SIDE OF NORTH DRIVEWAY. 81.9 FT. EA0910'WSW OF C/L OF US 117 BYPASS, 37.9 FT. SE OF PP WITH ALUMINUM REF. TAG EA0910'AND STREET LIGHT ON N SIDE OF N DRIVEWAY TO SHAMROCK MOTEL, 91.9 FT. EA0910'SW OF C/L OF INTERSECTION OF N DRIVEWAY TO SHAMROCK MOTEL WITH US 117 EA0910'BYPASS, 61.3 FT. WSW OF 4X4 POST WITH SIGNAL AHEAD SIGN, AND WITH EA0910'ALUMINUM REF. TAG, 21.2 FT. WSW OF S END OF CULVERT UNDER NORTH EA0910'DRIVEWAY TO SHAMROCK MOTEL, 71.9 FT. NW OF METAL POST WITH SHAMROCK EA0910'MOTEL SIGN, AND 93.3 FT. ENE OF NE CORNER OF SHAMROCK MOTEL. DISK IS EA0910'SET IN CONCRETE CYLINDER, FLUSH WITH THE GROUND. EA0910 EA0910 STATION RECOVERY (2004) EA0910 EA0910'RECOVERY NOTE BY US POWER SQUADRON 2004 EA0910'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0931 *********************************************************************** EA0931 DESIGNATION - NEWS EA0931 PID - EA0931 EA0931 STATE/COUNTY- NC/PENDER EA0931 USGS QUAD - WALLACE EAST (1981) EA0931 EA0931 *CURRENT SURVEY CONTROL EA0931 ___________________________________________________________________ EA0931* NAD 83(1986)- 34 42 32.93765(N) 077 58 07.22312(W) ADJUSTED EA0931* NAVD 88 - 16.893 (meters) 55.42 (feet) ADJUSTED EA0931 ___________________________________________________________________ EA0931 LAPLACE CORR- -3.95 (seconds) DEFLEC99 EA0931 GEOID HEIGHT- -36.20 (meters) GEOID03 EA0931 DYNAMIC HT - 16.876 (meters) 55.37 (feet) COMP EA0931 MODELED GRAV- 979,680.8 (mgal) NAVD 88 EA0931 EA0931 HORZ ORDER - SECOND EA0931 VERT ORDER - SECOND CLASS II EA0931 EA0931.The North Carolina HARNS have been completed but, EA0931.due to contractual restrictions, coordinates for these stations EA0931.will NOT be published in the near future. In the interim, the EA0931.published coordinates in North Carolina will not be EA0931.consistent with the Continuously Operating Reference Stations EA0931.(CORS). The HARN coordinates for these stations are available EA0931.upon request. Contact Gary Thompson(919-733-3836). EA0931. EA0931.In addition, the published North Carolina positions EA0931.(NAD 83 (1986)) are NOT consistent with those determined in EA0931.adjacent state readjustments. The discontinuity between stations EA0931.located in North Carolina and those in adjacent states EA0931.which have been adjusted to the HARN may be as much as 5 EA0931.decimeters. This will result in a significant loss of accuracy EA0931.over lines crossing such state borders. EA0931 EA0931 EA0931.The horizontal coordinates were established by classical geodetic methods EA0931.and adjusted by the National Geodetic Survey in July 1986. EA0931 EA0931.The orthometric height was determined by differential leveling EA0931.and adjusted by the National Geodetic Survey in June 1991. EA0931 EA0931.The Laplace correction was computed from DEFLEC99 derived deflections. EA0931 EA0931.The geoid height was determined by GEOID03. EA0931 EA0931.The dynamic height is computed by dividing the NAVD 88 EA0931.geopotential number by the normal gravity value computed on the EA0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0931.degrees latitude (g = 980.6199 gals.). EA0931 EA0931.The modeled gravity was interpolated from observed gravity values. EA0931 EA0931; North East Units Scale Factor Converg. EA0931;SPC NC - 106,890.313 704,071.559 MT 0.99991713 +0 35 42.9 EA0931;SPC NC - 350,689.30 2,309,941.44 sFT 0.99991713 +0 35 42.9 EA0931;UTM 18 - 3,844,802.582 228,105.506 MT 1.00051128 -1 41 29.2 EA0931;UTM 17 - 3,844,973.880 777,634.702 MT 1.00055017 +1 43 37.8 EA0931 EA0931! - Elev Factor x Scale Factor = Combined Factor EA0931!SPC NC - 1.00000303 x 0.99991713 = 0.99992016 EA0931!UTM 18 - 1.00000303 x 1.00051128 = 1.00051431 EA0931!UTM 17 - 1.00000303 x 1.00055017 = 1.00055320 EA0931 EA0931|---------------------------------------------------------------------| EA0931| PID Reference Object Distance Geod. Az | EA0931| dddmmss.s | EA0931| EA0930 CASTEEN 382.990 METERS 12636 | EA0931|---------------------------------------------------------------------| EA0931 EA0931 SUPERSEDED SURVEY CONTROL EA0931 EA0931 NAD 27 - 34 42 32.33299(N) 077 58 08.27890(W) AD( ) 2 EA0931 NGVD 29 (??/??/92) 17.177 (m) 56.35 (f) ADJ UNCH 2 2 EA0931 EA0931.Superseded values are not recommended for survey control. EA0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0931.See file dsdata.txt to determine how the superseded data were derived. EA0931 EA0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD2810644803(NAD 83) EA0931_MARKER: DD = SURVEY DISK EA0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0931_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0931_STAMPING: NEWS 1968 EA0931 EA0931 HISTORY - Date Condition Report By EA0931 HISTORY - 1968 MONUMENTED NCGS EA0931 HISTORY - 1973 GOOD NCGS EA0931 HISTORY - 1975 GOOD NCGS EA0931 EA0931 STATION DESCRIPTION EA0931 EA0931'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0931'NEWS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA0931'THE VICINITY OF WALLACE, NORTH CAROLINA. EA0931' EA0931'NEWS IS LOCATED APPROXIMATELY 2.3 MILES SOUTHEAST OF THE CENTER EA0931'OF WALLACE. TO REACH STATION PROCEED FROM THE PENDER-DUPLIN EA0931'COUNTY LINE, GO SOUTH ON U.S. 117 FOR 0.8 MILE TO STATION. WHICH EA0931'IS ON THE WEST SHOULDER OF U.S. 117, OPPOSITE SOUTHEAST CORNER EA0931'OF WOODS AND NORTHEAST CORNER OF YARD FOR HOUSE TRAILER, 0.05 EA0931'MILE NORTH OF INTERSECTION OF SR 1312 WITH U.S. 117, AND 0.4 EA0931'MILE SOUTH OF INTERSECTION OF NC 11 WITH WEST SIDE OF U.S. 117. EA0931' EA0931'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0931'NEWS 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA0931'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EA0931' EA0931'MARK IS EA0931' EA0931'17.6 FT SW OF C/L OF U.S. 117 EA0931' EA0931'41.1 FT NW OF N END OF CULVERT FOR DRIVEWAY ON W SIDE OF U.S. 117 EA0931' EA0931'34.2 FT N OF 6 INCH MAPLE TREE ON W SIDE OF U.S. 117, AND WITH EA0931'ALUMINUM REF. TAG EA0931' EA0931'58.6 FT NE OF PP 23162 ON W SIDE OF U.S. 117 NEXT TO HOUSE EA0931'TRAILER, AND WITH ALUMINUM REF. TAG EA0931' EA0931'40.8 FT E OF 10 INCH PINE TREE ON W SIDE OF U.S. 117, AND WITH EA0931'ALUMINUM REF. TAG EA0931 EA0931 STATION RECOVERY (1973) EA0931 EA0931'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EA0931'STATION RECOVERED AS DESCRIBED, ALL REFERENCES WERE GOOD. EA0931 EA0931 STATION RECOVERY (1975) EA0931 EA0931'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0931'1.5 MI NNE FROM WILLARD. EA0931'NEWS IS LOCATED APPROXIMATELY 2.3 MILES SOUTHEAST OF THE CENTER OF EA0931'WALLACE. TO REACH STATION FROM THE BRIDGE OVER ROCK FISH CREEK AT THE EA0931'DUPLIN - PENDER COUNTY LINE, PROCEED SOUTH ON US 117 FOR 0.8 MILE TO EA0931'STATION IN THE WEST SHOULDER OF HIGHWAY, OPPOSITE SOUTHEAST CORNER OF EA0931'WOODS AND NORTHEAST CORNER OF YARD FOR HOUSE TRAILER, 0.05 MILE NORTH EA0931'OF INTERSECTION WITH SR 1312, AND 0.4 MILE SOUTH OF INTERSECTION WITH EA0931'NC 11. 17.6 FT. SW OF C/L OF US 117, 41.1 FT. NW OF N END OF CULVERT EA0931'FOR DRIVEWAY ON W SIDE OF US 117, 34.2 FT. N OF 6 INCH MAPLE WITH EA0931'ALUMINUM REF. TAG, 58.6 FT. NE OF PP NO. 23162 WITH ALUMINUM REF. TAG EA0931'NEXT TO HOUSE TRAILER, AND 40.8 FT. E OF 10 INCH PINE WITH ALUMINUM EA0931'REF. TAG. DISK IS SET IN CONCRETE CYLINDER, 3 INCHES BELOW THE EA0931'GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0917 *********************************************************************** EA0917 DESIGNATION - NEWTON EA0917 PID - EA0917 EA0917 STATE/COUNTY- NC/PENDER EA0917 USGS QUAD - WALLACE EAST (1981) EA0917 EA0917 *CURRENT SURVEY CONTROL EA0917 ___________________________________________________________________ EA0917* NAD 83(1986)- 34 38 13.55138(N) 077 55 09.38992(W) ADJUSTED EA0917* NAVD 88 - 17.209 (meters) 56.46 (feet) ADJUSTED EA0917 ___________________________________________________________________ EA0917 LAPLACE CORR- -3.87 (seconds) DEFLEC99 EA0917 GEOID HEIGHT- -36.39 (meters) GEOID03 EA0917 DYNAMIC HT - 17.192 (meters) 56.40 (feet) COMP EA0917 MODELED GRAV- 979,674.4 (mgal) NAVD 88 EA0917 EA0917 HORZ ORDER - SECOND EA0917 VERT ORDER - SECOND CLASS II EA0917 EA0917.The North Carolina HARNS have been completed but, EA0917.due to contractual restrictions, coordinates for these stations EA0917.will NOT be published in the near future. In the interim, the EA0917.published coordinates in North Carolina will not be EA0917.consistent with the Continuously Operating Reference Stations EA0917.(CORS). The HARN coordinates for these stations are available EA0917.upon request. Contact Gary Thompson(919-733-3836). EA0917. EA0917.In addition, the published North Carolina positions EA0917.(NAD 83 (1986)) are NOT consistent with those determined in EA0917.adjacent state readjustments. The discontinuity between stations EA0917.located in North Carolina and those in adjacent states EA0917.which have been adjusted to the HARN may be as much as 5 EA0917.decimeters. This will result in a significant loss of accuracy EA0917.over lines crossing such state borders. EA0917 EA0917 EA0917.The horizontal coordinates were established by classical geodetic methods EA0917.and adjusted by the National Geodetic Survey in July 1986. EA0917 EA0917.The orthometric height was determined by differential leveling EA0917.and adjusted by the National Geodetic Survey in June 1991. EA0917 EA0917.The Laplace correction was computed from DEFLEC99 derived deflections. EA0917 EA0917.The geoid height was determined by GEOID03. EA0917 EA0917.The dynamic height is computed by dividing the NAVD 88 EA0917.geopotential number by the normal gravity value computed on the EA0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0917.degrees latitude (g = 980.6199 gals.). EA0917 EA0917.The modeled gravity was interpolated from observed gravity values. EA0917 EA0917; North East Units Scale Factor Converg. EA0917;SPC NC - 98,946.504 708,683.299 MT 0.99992973 +0 37 25.5 EA0917;SPC NC - 324,626.99 2,325,071.79 sFT 0.99992973 +0 37 25.5 EA0917;UTM 18 - 3,836,676.534 232,399.272 MT 1.00048273 -1 39 36.8 EA0917;UTM 17 - 3,837,117.527 782,405.295 MT 1.00058312 +1 45 07.8 EA0917 EA0917! - Elev Factor x Scale Factor = Combined Factor EA0917!SPC NC - 1.00000301 x 0.99992973 = 0.99993274 EA0917!UTM 18 - 1.00000301 x 1.00048273 = 1.00048574 EA0917!UTM 17 - 1.00000301 x 1.00058312 = 1.00058613 EA0917 EA0917: Primary Azimuth Mark Grid Az EA0917:SPC NC - JAMES 175 42 50.5 EA0917:UTM 18 - JAMES 177 59 52.8 EA0917:UTM 17 - JAMES 174 35 08.2 EA0917 EA0917|---------------------------------------------------------------------| EA0917| PID Reference Object Distance Geod. Az | EA0917| dddmmss.s | EA0917| EA0918 TWIN 447.364 METERS 0072030.0 | EA0917| EA0916 JAMES APPROX. 2.0 KM 1762016.0 | EA0917|---------------------------------------------------------------------| EA0917 EA0917 SUPERSEDED SURVEY CONTROL EA0917 EA0917 NAD 27 - 34 38 12.95606(N) 077 55 10.43421(W) AD( ) 2 EA0917 NGVD 29 (??/??/92) 17.497 (m) 57.40 (f) ADJ UNCH 2 2 EA0917 EA0917.Superseded values are not recommended for survey control. EA0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0917.See file dsdata.txt to determine how the superseded data were derived. EA0917 EA0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3239936677(NAD 83) EA0917_MARKER: DD = SURVEY DISK EA0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0917_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0917_STAMPING: NEWTON 1968 EA0917 EA0917 HISTORY - Date Condition Report By EA0917 HISTORY - 1968 MONUMENTED NCGS EA0917 HISTORY - 1975 GOOD NCGS EA0917 EA0917 STATION DESCRIPTION EA0917 EA0917'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0917'NEWTON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA0917'IN THE VICINITY OF BURGAW, NORTH CAROLINA. EA0917' EA0917'NEWTON IS LOCATED APPROXIMATELY 5.9 MILES NORTH OF THE CENTER EA0917'OF BURGAW. TO REACH STATION PROCEED FROM THE INTERSECTION EA0917'OF U.S. 117 BUSINESS - BYPASS AT NORTH SIDE OF BURGAW, GO NORTH EA0917'ON U.S. 117 FOR 5.4 MILES TO STATION. WHICH IS IN CURVE ON EA0917'WEST SHOULDER OF U.S. 117, IN LINE WITH A DITCH TO THE EA0917'SOUTHEAST, 0.1 MILE NORTH OF INTERSECTION OF SR 1318 WITH EA0917'U.S. 117 AND 0.85 MILE SOUTH OF INTERSECTION OF SR 1502 WITH EA0917'U.S. 117. EA0917' EA0917'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0917'NEWTON 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EA0917'OF WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EA0917' EA0917'MARK IS EA0917' EA0917'18.0 FT W OF C/L OF U.S. 117 EA0917' EA0917'38.4 FT W OF 4X4 POST WITH SOFT SHOULDERS SIGN ON E SIDE OF EA0917'U.S. 117, AND WITH ALUMINUM REF. TAG EA0917' EA0917'72.6 FT NW OF 4X4 POST WITH U.S. 117 SIGN ON E SIDE OF EA0917'U.S. 117, AND WITH ALUMINUM REF. TAG EA0917' EA0917'23.0 FT NE OF W END OF CONCRETE CULVERT UNDER U.S. 117 EA0917' EA0917'50.9 FT WNW OF CONCRETE HEADWALL FOR CULVERT ON E SIDE OF U.S. 117 EA0917' EA0917'42.4 FT E OF PP 868 ON W SIDE OF U.S. 117, AND WITH EA0917'ALUMINUM REF. TAG EA0917 EA0917 STATION RECOVERY (1975) EA0917 EA0917'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0917'2.5 MI E FROM WATHA. EA0917'NEWTON IS LOCATED APPROXIMATELY 5.9 MILES NORTH OF THE CENTER OF EA0917'BURGAW. TO REACH STATION FROM THE INTERSECTION OF US 117 BUSINESS - EA0917'BYPASS AT NORTH SIDE OF BURGAW, PROCEED NORTH ON US 117 FOR 5.4 MILES EA0917'TO STATION IN CURVE IN WEST SHOULDER OF HIGHWAY, IN LINE WITH A DITCH EA0917'TO THE SOUTHEAST, AND 0.1 MILE NORTH OF INTERSECTION WITH SR 1318 EA0917'CROSSROADS. 18.0 FT. W OF C/L OF US 117, 23.0 FT. NE OF W END OF EA0917'CONCRETE CULVERT UNDER US 117, 50.9 FT. WNW OF CONCRETE HEADWALL FOR EA0917'CULVERT ON E SIDE OF US 117, 38.4 FT. W OF SOFT SHOULDER SIGN POST ON EA0917'E SIDE OF US 117 AND WITH ALUMINUM REF. TAG, 72.6 FT. NW OF US 117 EA0917'SIGN POST WITH ALUMINUM REF. TAG ON E SIDE OF US 117, AND 42.4 FT. E EA0917'OF PP NO. 868 WITH ALUMINUM REF. TAG ON W SIDE OF US 117. DISK IS SET EA0917'IN CONCRETE CYLINDER, 3 INCHES BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2963 *********************************************************************** EA2963 DESIGNATION - NICHOLS EA2963 PID - EA2963 EA2963 STATE/COUNTY- NC/PENDER EA2963 USGS QUAD - BURGAW (1988) EA2963 EA2963 *CURRENT SURVEY CONTROL EA2963 ___________________________________________________________________ EA2963* NAD 83(1986)- 34 32 17.44756(N) 077 58 47.50914(W) ADJUSTED EA2963* NAVD 88 - 14.6 (meters) 48. (feet) VERTCON EA2963 ___________________________________________________________________ EA2963 LAPLACE CORR- -3.92 (seconds) DEFLEC99 EA2963 GEOID HEIGHT- -36.25 (meters) GEOID03 EA2963 EA2963 HORZ ORDER - SECOND EA2963 EA2963.The North Carolina HARNS have been completed but, EA2963.due to contractual restrictions, coordinates for these stations EA2963.will NOT be published in the near future. In the interim, the EA2963.published coordinates in North Carolina will not be EA2963.consistent with the Continuously Operating Reference Stations EA2963.(CORS). The HARN coordinates for these stations are available EA2963.upon request. Contact Gary Thompson(919-733-3836). EA2963. EA2963.In addition, the published North Carolina positions EA2963.(NAD 83 (1986)) are NOT consistent with those determined in EA2963.adjacent state readjustments. The discontinuity between stations EA2963.located in North Carolina and those in adjacent states EA2963.which have been adjusted to the HARN may be as much as 5 EA2963.decimeters. This will result in a significant loss of accuracy EA2963.over lines crossing such state borders. EA2963 EA2963 EA2963.The horizontal coordinates were established by classical geodetic methods EA2963.and adjusted by the National Geodetic Survey in July 1986. EA2963 EA2963.The NAVD 88 height was computed by applying the VERTCON shift value to EA2963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2963 EA2963.The Laplace correction was computed from DEFLEC99 derived deflections. EA2963 EA2963.The geoid height was determined by GEOID03. EA2963 EA2963; North East Units Scale Factor Converg. EA2963;SPC NC - 87,915.725 703,241.419 MT 0.99994957 +0 35 19.7 EA2963;SPC NC - 288,436.84 2,307,217.89 sFT 0.99994957 +0 35 19.7 EA2963;UTM 18 - 3,825,865.069 226,519.243 MT 1.00052198 -1 41 25.8 EA2963;UTM 17 - 3,825,974.927 777,178.059 MT 1.00054708 +1 42 48.1 EA2963 EA2963! - Elev Factor x Scale Factor = Combined Factor EA2963!SPC NC - 1.00000341 x 0.99994957 = 0.99995298 EA2963!UTM 18 - 1.00000341 x 1.00052198 = 1.00052539 EA2963!UTM 17 - 1.00000341 x 1.00054708 = 1.00055049 EA2963 EA2963: Primary Azimuth Mark Grid Az EA2963:SPC NC - LENNON 084 21 51.4 EA2963:UTM 18 - LENNON 086 38 36.9 EA2963:UTM 17 - LENNON 083 14 23.0 EA2963 EA2963|---------------------------------------------------------------------| EA2963| PID Reference Object Distance Geod. Az | EA2963| dddmmss.s | EA2963| EA2964 LENNON APPROX. 0.9 KM 0845711.1 | EA2963|---------------------------------------------------------------------| EA2963 EA2963 SUPERSEDED SURVEY CONTROL EA2963 EA2963 NAD 27 - 34 32 16.85096(N) 077 58 48.53965(W) AD( ) 2 EA2963 NGVD 29 (07/19/86) 14.8 (m) 49. (f) VERT ANG EA2963 EA2963.Superseded values are not recommended for survey control. EA2963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2963.See file dsdata.txt to determine how the superseded data were derived. EA2963 EA2963_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD2651925865(NAD 83) EA2963_MARKER: DE = TRAVERSE STATION DISK EA2963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2963_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2963_STAMPING: NICHOLS 1973 EA2963_MARK LOGO: NCGS EA2963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2963+STABILITY: SURFACE MOTION EA2963 EA2963 HISTORY - Date Condition Report By EA2963 HISTORY - 1973 MONUMENTED NCGS EA2963 EA2963 STATION DESCRIPTION EA2963 EA2963'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EA2963'NICHOLS IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA2963'THE VICINITY OF BURGAW, NORTH CAROLINA. EA2963' EA2963'NICHOLS IS LOCATED APPROXIMATELY 03.4 MILES WSW OF BURGAW, AND 10.8 EA2963'MILES EAST OF ATKINSON. TO REACH THE STATION FROM THE INTERSECTION EA2963'OF NC 53 (WILMINGTON STREET) WITH SEABOARD COASTLINE R/R IN BURGAW, EA2963'PROCEED WEST ALONG NC 53 FOR 3.05 MILES TO THE Y INTERSECTION WITH EA2963'SR 1120, THENCE 150 FEET WEST ON NC 53 TO STATION ON THE LEFT EA2963'SHOULDER ACROSS HIGHWAY FROM A BROWN HOUSE. EA2963' EA2963'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED NICHOLS EA2963'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EA2963'6 INCHES BELOW THE SURFACE OF THE GROUND. EA2963' EA2963'MARK IS EA2963'17.0 FEET S OF C/L OF NC 53. EA2963'137.6 FEET NW OF C/L OF SR 1120 AT SOUTH END OF CONCRETE ISLAND. EA2963'4.3 FEET W OF THE SOUTH PROJECTION OF C/L OF EAST DRIVEWAY. EA2963'94.5 FEET WNW OF THE SOUTH END OF CULVERT UNDER NC 53. EA2963'59.5 FEET WSW OF 4X4 NC 53 SIGN POST W/ALUMINUM REF. TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1549 *********************************************************************** EA1549 DESIGNATION - NICK EA1549 PID - EA1549 EA1549 STATE/COUNTY- NC/PENDER EA1549 USGS QUAD - TOPSAIL (1970) EA1549 EA1549 *CURRENT SURVEY CONTROL EA1549 ___________________________________________________________________ EA1549* NAD 83(1986)- 34 22 52.28757(N) 077 41 43.06800(W) ADJUSTED EA1549* NAVD 88 - 16.21 (+/-2cm) 53.2 (feet) VERTCON EA1549 ___________________________________________________________________ EA1549 LAPLACE CORR- -3.76 (seconds) DEFLEC99 EA1549 GEOID HEIGHT- -37.15 (meters) GEOID03 EA1549 EA1549 HORZ ORDER - SECOND EA1549 VERT ORDER - THIRD ? (See Below) EA1549 EA1549.The North Carolina HARNS have been completed but, EA1549.due to contractual restrictions, coordinates for these stations EA1549.will NOT be published in the near future. In the interim, the EA1549.published coordinates in North Carolina will not be EA1549.consistent with the Continuously Operating Reference Stations EA1549.(CORS). The HARN coordinates for these stations are available EA1549.upon request. Contact Gary Thompson(919-733-3836). EA1549. EA1549.In addition, the published North Carolina positions EA1549.(NAD 83 (1986)) are NOT consistent with those determined in EA1549.adjacent state readjustments. The discontinuity between stations EA1549.located in North Carolina and those in adjacent states EA1549.which have been adjusted to the HARN may be as much as 5 EA1549.decimeters. This will result in a significant loss of accuracy EA1549.over lines crossing such state borders. EA1549 EA1549 EA1549.The horizontal coordinates were established by classical geodetic methods EA1549.and adjusted by the National Geodetic Survey in January 1988. EA1549 EA1549.The NAVD 88 height was computed by applying the VERTCON shift value to EA1549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA1549.The vertical order pertains to the NGVD 29 superseded value. EA1549 EA1549.The Laplace correction was computed from DEFLEC99 derived deflections. EA1549 EA1549.The geoid height was determined by GEOID03. EA1549 EA1549; North East Units Scale Factor Converg. EA1549;SPC NC - 70,808.767 729,589.877 MT 0.99998709 +0 45 10.9 EA1549;SPC NC - 232,311.76 2,393,662.79 sFT 0.99998709 +0 45 10.9 EA1549;UTM 18 - 3,807,716.037 252,179.148 MT 1.00035709 -1 31 22.1 EA1549 EA1549! - Elev Factor x Scale Factor = Combined Factor EA1549!SPC NC - 1.00000329 x 0.99998709 = 0.99999038 EA1549!UTM 18 - 1.00000329 x 1.00035709 = 1.00036038 EA1549 EA1549 SUPERSEDED SURVEY CONTROL EA1549 EA1549 NGVD 29 (01/20/88) 16.51 (m) 54.2 (f) LEVELING 3 EA1549 EA1549.Superseded values are not recommended for survey control. EA1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1549.See file dsdata.txt to determine how the superseded data were derived. EA1549 EA1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5217907716(NAD 83) EA1549_MARKER: DH = HORIZONTAL CONTROL DISK EA1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1549_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1549_STAMPING: NICK 1984 EA1549_MARK LOGO: NCGS EA1549_MAGNETIC: O = OTHER; SEE DESCRIPTION EA1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1549+STABILITY: SURFACE MOTION EA1549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1549+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1999 EA1549 EA1549 HISTORY - Date Condition Report By EA1549 HISTORY - 1984 MONUMENTED NCGS EA1549 HISTORY - 1986 GOOD USPSQD EA1549 HISTORY - 1989 GOOD USPSQD EA1549 HISTORY - 19990701 SEE DESCRIPTION NCGS EA1549 HISTORY - 20050312 MARK NOT FOUND USPSQD EA1549 EA1549 STATION DESCRIPTION EA1549 EA1549'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) EA1549'STATION IS LOCATED ABOUT 2.2 KM (1.4 MI) NORTHEAST OF HAMPSTEAD. EA1549' EA1549'ALONG US 17 FOR 2.2 KM (1.4 MI) NORTHEAST FROM THE INTERSECTION EA1549'WITH NC 210 (IN HAMPSTEAD), ON THE PROLONGATION OF THE EAST SIDE OF EA1549'A GRAY SHINGLED RESIDENCE. EA1549' EA1549'THE STATION IS A STANDARD NCGS DISK STAMPED---NICK 1984---, SET EA1549'IN THE TOP OF ROUND CONCRETE MONUMENT 25 CM IN DIAMETER , RECESSED EA1549'13 CM BELOW GROUND. LOCATED EA1549'7.4 METERS (24.3 FT) NORTHWEST OF CENTERLINE OF HIGHWAY, EA1549'6.8 METERS (22.2 FT) EAST OF A 12 INCH HICKORY WITH REFERENCE TAG, EA1549'40.5 METERS (33.0 FT) EAST-NORTHEAST OF A 30 INCH OAK WITH REFERENCE EA1549'TAG, AND 50.9 METERS (167.0 FT) NORTH-NORTHWEST OF THE CORNER OF THE EA1549'SHINGLED RESIDENCE. EA1549' EA1549'MARK IS 30 CM (1 FT) BELOW CENTERLINE OF HIGHWAY. EA1549 EA1549 STATION RECOVERY (1986) EA1549 EA1549'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB) EA1549'RECOVERED IN GOOD CONDITION. EA1549 EA1549 STATION RECOVERY (1989) EA1549 EA1549'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMP) EA1549'RECOVERED IN GOOD CONDITION. EA1549 EA1549 STATION RECOVERY (1999) EA1549 EA1549'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH) EA1549'NOT FOUND, PROBABLY LOST DUE TO HIGHWAY IMPROVEMENTS. REFERENCES FROM EA1549'HOUSE FALL IN CENTER OF US 17 SOUTH BOUND LANES, ALL OTHER REFERENCES EA1549'ARE GONE. EA1549 EA1549 STATION RECOVERY (2005) EA1549 EA1549'RECOVERY NOTE BY US POWER SQUADRON 2005 EA1549'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2569 *********************************************************************** EA2569 DESIGNATION - NIX EA2569 PID - EA2569 EA2569 STATE/COUNTY- NC/PENDER EA2569 USGS QUAD - TOPSAIL (1970) EA2569 EA2569 *CURRENT SURVEY CONTROL EA2569 ___________________________________________________________________ EA2569* NAD 83(1986)- 34 22 46.62874(N) 077 38 22.48841(W) ADJUSTED EA2569* NAVD 88 - 1. (meters) 3. (feet) SCALED EA2569 ___________________________________________________________________ EA2569 LAPLACE CORR- -3.62 (seconds) DEFLEC99 EA2569 GEOID HEIGHT- -37.29 (meters) GEOID03 EA2569 EA2569 HORZ ORDER - THIRD EA2569 EA2569.The North Carolina HARNS have been completed but, EA2569.due to contractual restrictions, coordinates for these stations EA2569.will NOT be published in the near future. In the interim, the EA2569.published coordinates in North Carolina will not be EA2569.consistent with the Continuously Operating Reference Stations EA2569.(CORS). The HARN coordinates for these stations are available EA2569.upon request. Contact Gary Thompson(919-733-3836). EA2569. EA2569.In addition, the published North Carolina positions EA2569.(NAD 83 (1986)) are NOT consistent with those determined in EA2569.adjacent state readjustments. The discontinuity between stations EA2569.located in North Carolina and those in adjacent states EA2569.which have been adjusted to the HARN may be as much as 5 EA2569.decimeters. This will result in a significant loss of accuracy EA2569.over lines crossing such state borders. EA2569 EA2569 EA2569.The horizontal coordinates were established by classical geodetic methods EA2569.and adjusted by the National Geodetic Survey in July 1986. EA2569 EA2569.The orthometric height was scaled from a topographic map. EA2569 EA2569.The Laplace correction was computed from DEFLEC99 derived deflections. EA2569 EA2569.The geoid height was determined by GEOID03. EA2569 EA2569; North East Units Scale Factor Converg. EA2569;SPC NC - 70,703.199 734,715.994 MT 0.99998750 +0 47 06.7 EA2569;SPC NC - 231,965.41 2,410,480.72 sFT 0.99998750 +0 47 06.7 EA2569;UTM 18 - 3,807,406.857 257,298.842 MT 1.00032613 -1 29 28.4 EA2569 EA2569! - Elev Factor x Scale Factor = Combined Factor EA2569!SPC NC - 1.00000574 x 0.99998750 = 0.99999324 EA2569!UTM 18 - 1.00000574 x 1.00032613 = 1.00033188 EA2569 EA2569: Primary Azimuth Mark Grid Az EA2569:SPC NC - ALEXANDER 040 19 10.2 EA2569:UTM 18 - ALEXANDER 042 35 45.3 EA2569 EA2569|---------------------------------------------------------------------| EA2569| PID Reference Object Distance Geod. Az | EA2569| dddmmss.s | EA2569| EA2567 ALEXANDER APPROX. 2.0 KM 0410616.9 | EA2569|---------------------------------------------------------------------| EA2569 EA2569 SUPERSEDED SURVEY CONTROL EA2569 EA2569 NAD 27 - 34 22 46.02100(N) 077 38 23.58100(W) AD( ) 3 EA2569 EA2569.Superseded values are not recommended for survey control. EA2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2569.See file dsdata.txt to determine how the superseded data were derived. EA2569 EA2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5729907407(NAD 83) EA2569_MARKER: DS = TRIANGULATION STATION DISK EA2569_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE EA2569_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EA2569_MARK LOGO: CGS EA2569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA2569 EA2569 HISTORY - Date Condition Report By EA2569 HISTORY - 1914 MONUMENTED CGS EA2569 HISTORY - 1933 POOR CGS EA2569 HISTORY - 1943 POOR CGS EA2569 HISTORY - 1964 SEE DESCRIPTION CGS EA2569 EA2569 STATION DESCRIPTION EA2569 EA2569'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS) EA2569'STATION IS ABOUT 1-1/2 MILES NEARLY N FROM NEW TOPSAIL INLET, EA2569'ABOUT 550 YARDS NW OF J.E. NIXONS LANDING, ON THE MARSH EA2569'ABOUT 200 YARDS FROM THE WOODS. EA2569' EA2569'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN EA2569'CONCRETE AT THE CENTER OF THE TOP OF A TILE. EA2569' EA2569'THERE ARE NO REFERENCE MARKS. EA2569 EA2569 STATION RECOVERY (1933) EA2569 EA2569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JAB) EA2569'STATION WAS FOUND BUT MARK WAS LEANING AT A SLIGHT ANGLE. IT EA2569'IS LOCATED ABOUT 1-1/4 MILES NEARLY N FROM NEW TOPSAIL INLET, EA2569'IN MARSH ABOUT 20 METERS SE OF DREDGED CUT. EA2569 EA2569 STATION RECOVERY (1943) EA2569 EA2569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (KB) EA2569'LETTER OF MR. K. BRYAN, HOLLY RIDGE, NORTH CAROLINA, DATED EA2569'OCT. 22, 1943-- EA2569' EA2569'NEAR TOPSAIL INLET, N.C. AND IS JUST AS REPORTED IN PUBLISHED EA2569'DATA, EXCEPT THAT BACK-WASH FROM PASSING CRAFT IN THE INLAND EA2569'WATERWAY HAS ERODED THE BANK, AND THREATENS TO DESTROY THIS EA2569'STATION WITHIN A FEW YEARS. STATION LEANING NORTHEASTWARD IN EA2569'THE GENERAL DIRECTION OF THE INLAND WATERWAY. NO NAME STAMPED EA2569'ON MARK. EA2569 EA2569 STATION RECOVERY (1964) EA2569 EA2569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA2569'LOST. A THOROUGH SEARCH WAS MADE AT THE PLOTTED POSITION OF EA2569'THE STATION BUT NO TRACE OF IT COULD BE FOUND. THE STATION WAS EA2569'REPORTED TO BE LEANING AND IN DANGER OF WASHING AWAY BY K.B. IN EA2569'1943. EA2569' EA2569'IT IS RECOMMENDED THIS STATION BE CLASSIFIED AS DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2504 *********************************************************************** EA2504 DESIGNATION - OAK EA2504 PID - EA2504 EA2504 STATE/COUNTY- NC/PENDER EA2504 USGS QUAD - HOLLY RIDGE (1997) EA2504 EA2504 *CURRENT SURVEY CONTROL EA2504 ___________________________________________________________________ EA2504* NAD 83(1986)- 34 23 20.94764(N) 077 36 06.72916(W) ADJUSTED EA2504* NAVD 88 - 3. (meters) 10. (feet) SCALED EA2504 ___________________________________________________________________ EA2504 LAPLACE CORR- -2.93 (seconds) DEFLEC99 EA2504 GEOID HEIGHT- -37.36 (meters) GEOID03 EA2504 EA2504 HORZ ORDER - THIRD EA2504 EA2504.The North Carolina HARNS have been completed but, EA2504.due to contractual restrictions, coordinates for these stations EA2504.will NOT be published in the near future. In the interim, the EA2504.published coordinates in North Carolina will not be EA2504.consistent with the Continuously Operating Reference Stations EA2504.(CORS). The HARN coordinates for these stations are available EA2504.upon request. Contact Gary Thompson(919-733-3836). EA2504. EA2504.In addition, the published North Carolina positions EA2504.(NAD 83 (1986)) are NOT consistent with those determined in EA2504.adjacent state readjustments. The discontinuity between stations EA2504.located in North Carolina and those in adjacent states EA2504.which have been adjusted to the HARN may be as much as 5 EA2504.decimeters. This will result in a significant loss of accuracy EA2504.over lines crossing such state borders. EA2504 EA2504 EA2504.The horizontal coordinates were established by classical geodetic methods EA2504.and adjusted by the National Geodetic Survey in July 1986. EA2504 EA2504.The orthometric height was scaled from a topographic map. EA2504 EA2504.The Laplace correction was computed from DEFLEC99 derived deflections. EA2504 EA2504.The geoid height was determined by GEOID03. EA2504 EA2504; North East Units Scale Factor Converg. EA2504;SPC NC - 71,808.760 738,169.062 MT 0.99998501 +0 48 25.1 EA2504;SPC NC - 235,592.57 2,421,809.66 sFT 0.99998501 +0 48 25.1 EA2504;UTM 18 - 3,808,374.681 260,794.256 MT 1.00030536 -1 28 12.9 EA2504 EA2504! - Elev Factor x Scale Factor = Combined Factor EA2504!SPC NC - 1.00000544 x 0.99998501 = 0.99999045 EA2504!UTM 18 - 1.00000544 x 1.00030536 = 1.00031080 EA2504 EA2504: Primary Azimuth Mark Grid Az EA2504:SPC NC - BLAKE 232 37 06.1 EA2504:UTM 18 - BLAKE 234 53 44.1 EA2504 EA2504|---------------------------------------------------------------------| EA2504| PID Reference Object Distance Geod. Az | EA2504| dddmmss.s | EA2504| EA2493 BLAKE APPROX. 1.3 KM 2332531.2 | EA2504|---------------------------------------------------------------------| EA2504 EA2504 SUPERSEDED SURVEY CONTROL EA2504 EA2504 NAD 27 - 34 23 20.34100(N) 077 36 07.82800(W) AD( ) 3 EA2504 EA2504.Superseded values are not recommended for survey control. EA2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2504.See file dsdata.txt to determine how the superseded data were derived. EA2504 EA2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6079408375(NAD 83) EA2504_MARKER: DS = TRIANGULATION STATION DISK EA2504_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE EA2504_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EA2504_MARK LOGO: CGS EA2504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA2504 EA2504 HISTORY - Date Condition Report By EA2504 HISTORY - 1914 MONUMENTED CGS EA2504 HISTORY - 1933 MARK NOT FOUND CGS EA2504 HISTORY - 1964 MARK NOT FOUND CGS EA2504 EA2504 STATION DESCRIPTION EA2504 EA2504'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS) EA2504'STATION IS ABOUT 3 MILES NE FROM NEW TOPSAIL INLET, ON THE INLAND EA2504'SIDE OF THE BANKS, JUST ABOVE HIGH-WATER MARK, NEARLY S OF THE EA2504'E END OF THE FIRST ISLAND W OF BUMBLE, ABOUT 5 YARDS N OF TWO EA2504'BLAZED OAK TREES. EA2504' EA2504'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE EA2504'AT THE CENTER OF THE TOP OF A TILE. EA2504' EA2504'THERE ARE NO REFERENCE MARKS. EA2504 EA2504 STATION RECOVERY (1933) EA2504 EA2504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JAB) EA2504'STATION IS PROBABLY LOST. TWO BLAZED OAK TREES MENTIONED IN EA2504'DESCRIPTION WERE FOUND. STATION IS SUPPOSED TO BE BUT 5 YARDS EA2504'FROM THE BLAZED TREES BUT NO TRACE OF IT COULD BE FOUND. EA2504 EA2504 STATION RECOVERY (1964) EA2504 EA2504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA2504'LOST. A THOROUGH SEARCH WAS MADE IN THE AREA BUT NO TRACE OF EA2504'THE STATION COULD BE FOUND. THE TWO BLAZED OAK TREES WERE EA2504'FOUND AS DESCRIBED AND 5 YARDS MEASURED FROM THE TREE BUT THE EA2504'STATION COULD NOT BE FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2550 *********************************************************************** EA2550 DESIGNATION - OLD EA2550 PID - EA2550 EA2550 STATE/COUNTY- NC/PENDER EA2550 USGS QUAD - HAMPSTEAD (1970) EA2550 EA2550 *CURRENT SURVEY CONTROL EA2550 ___________________________________________________________________ EA2550* NAD 83(1986)- 34 20 21.98051(N) 077 39 48.86853(W) ADJUSTED EA2550* NAVD 88 - 1. (meters) 3. (feet) SCALED EA2550 ___________________________________________________________________ EA2550 LAPLACE CORR- -3.36 (seconds) DEFLEC99 EA2550 GEOID HEIGHT- -37.31 (meters) GEOID03 EA2550 EA2550 HORZ ORDER - THIRD EA2550 EA2550.The North Carolina HARNS have been completed but, EA2550.due to contractual restrictions, coordinates for these stations EA2550.will NOT be published in the near future. In the interim, the EA2550.published coordinates in North Carolina will not be EA2550.consistent with the Continuously Operating Reference Stations EA2550.(CORS). The HARN coordinates for these stations are available EA2550.upon request. Contact Gary Thompson(919-733-3836). EA2550. EA2550.In addition, the published North Carolina positions EA2550.(NAD 83 (1986)) are NOT consistent with those determined in EA2550.adjacent state readjustments. The discontinuity between stations EA2550.located in North Carolina and those in adjacent states EA2550.which have been adjusted to the HARN may be as much as 5 EA2550.decimeters. This will result in a significant loss of accuracy EA2550.over lines crossing such state borders. EA2550 EA2550 EA2550.The horizontal coordinates were established by classical geodetic methods EA2550.and adjusted by the National Geodetic Survey in July 1986. EA2550 EA2550.The orthometric height was scaled from a topographic map. EA2550 EA2550.The Laplace correction was computed from DEFLEC99 derived deflections. EA2550 EA2550.The geoid height was determined by GEOID03. EA2550 EA2550; North East Units Scale Factor Converg. EA2550;SPC NC - 66,216.530 732,569.412 MT 0.99999831 +0 46 16.8 EA2550;SPC NC - 217,245.40 2,403,438.15 sFT 0.99999831 +0 46 16.8 EA2550;UTM 18 - 3,803,007.459 254,975.020 MT 1.00034011 -1 30 11.7 EA2550 EA2550! - Elev Factor x Scale Factor = Combined Factor EA2550!SPC NC - 1.00000575 x 0.99999831 = 1.00000406 EA2550!UTM 18 - 1.00000575 x 1.00034011 = 1.00034586 EA2550 EA2550: Primary Azimuth Mark Grid Az EA2550:SPC NC - WOW 226 22 23.3 EA2550:UTM 18 - WOW 228 38 51.8 EA2550 EA2550|---------------------------------------------------------------------| EA2550| PID Reference Object Distance Geod. Az | EA2550| dddmmss.s | EA2550| EA2560 WOW APPROX. 2.4 KM 2270840.1 | EA2550|---------------------------------------------------------------------| EA2550 EA2550 SUPERSEDED SURVEY CONTROL EA2550 EA2550 NAD 27 - 34 20 21.37100(N) 077 39 49.95500(W) AD( ) 3 EA2550 EA2550.Superseded values are not recommended for survey control. EA2550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2550.See file dsdata.txt to determine how the superseded data were derived. EA2550 EA2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5497503007(NAD 83) EA2550_MARKER: DS = TRIANGULATION STATION DISK EA2550_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE EA2550_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EA2550_MARK LOGO: CGS EA2550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA2550 EA2550 HISTORY - Date Condition Report By EA2550 HISTORY - 1914 MONUMENTED CGS EA2550 HISTORY - 1926 MARK NOT FOUND CGS EA2550 HISTORY - 1964 MARK NOT FOUND CGS EA2550 EA2550 STATION DESCRIPTION EA2550 EA2550'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS) EA2550'STATION IS ABOUT 1/2 MILE E OF OLD TOPSAIL INLET, AND ABOUT 200 EA2550'YARDS N OF AN OLD FISHING CAMP. EA2550' EA2550'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN EA2550'CONCRETE AT THE CENTER OF THE TOP OF A TILE. EA2550' EA2550'THERE ARE NO REFERENCE MARKS. EA2550 EA2550 STATION RECOVERY (1926) EA2550 EA2550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (KTA) EA2550'STATION IS LOST. THE LOCATION OF THE STATION IS NOW UNDERWATER EA2550'DUE TO EROSION OF SHORE LINE. EA2550 EA2550 STATION RECOVERY (1964) EA2550 EA2550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA2550'LOST. A SEARCH WAS MADE NEAR THE PLOTTED POSITION AND NOTHING EA2550'FOUND. STATION ALSO REPORTED LOST IN 1926 AND 1933. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2551 *********************************************************************** EA2551 DESIGNATION - ORTON EA2551 PID - EA2551 EA2551 STATE/COUNTY- NC/PENDER EA2551 USGS QUAD - HAMPSTEAD (1970) EA2551 EA2551 *CURRENT SURVEY CONTROL EA2551 ___________________________________________________________________ EA2551* NAD 83(1986)- 34 19 34.26165(N) 077 42 50.86161(W) ADJUSTED EA2551* NAVD 88 - 1. (meters) 3. (feet) SCALED EA2551 ___________________________________________________________________ EA2551 LAPLACE CORR- -3.80 (seconds) DEFLEC99 EA2551 GEOID HEIGHT- -37.22 (meters) GEOID03 EA2551 EA2551 HORZ ORDER - THIRD EA2551 EA2551.The North Carolina HARNS have been completed but, EA2551.due to contractual restrictions, coordinates for these stations EA2551.will NOT be published in the near future. In the interim, the EA2551.published coordinates in North Carolina will not be EA2551.consistent with the Continuously Operating Reference Stations EA2551.(CORS). The HARN coordinates for these stations are available EA2551.upon request. Contact Gary Thompson(919-733-3836). EA2551. EA2551.In addition, the published North Carolina positions EA2551.(NAD 83 (1986)) are NOT consistent with those determined in EA2551.adjacent state readjustments. The discontinuity between stations EA2551.located in North Carolina and those in adjacent states EA2551.which have been adjusted to the HARN may be as much as 5 EA2551.decimeters. This will result in a significant loss of accuracy EA2551.over lines crossing such state borders. EA2551 EA2551 EA2551.The horizontal coordinates were established by classical geodetic methods EA2551.and adjusted by the National Geodetic Survey in July 1986. EA2551 EA2551.The orthometric height was scaled from a topographic map. EA2551 EA2551.The Laplace correction was computed from DEFLEC99 derived deflections. EA2551 EA2551.The geoid height was determined by GEOID03. EA2551 EA2551; North East Units Scale Factor Converg. EA2551;SPC NC - 64,684.833 727,937.144 MT 1.00000199 +0 44 31.8 EA2551;SPC NC - 212,220.16 2,388,240.45 sFT 1.00000199 +0 44 31.8 EA2551;UTM 18 - 3,801,660.295 250,283.962 MT 1.00036872 -1 31 52.7 EA2551 EA2551! - Elev Factor x Scale Factor = Combined Factor EA2551!SPC NC - 1.00000573 x 1.00000199 = 1.00000772 EA2551!UTM 18 - 1.00000573 x 1.00036872 = 1.00037446 EA2551 EA2551: Primary Azimuth Mark Grid Az EA2551:SPC NC - MALLORY 169 24 50.1 EA2551:UTM 18 - MALLORY 171 41 14.6 EA2551 EA2551|---------------------------------------------------------------------| EA2551| PID Reference Object Distance Geod. Az | EA2551| dddmmss.s | EA2551| EA2536 BEACON 33 APPROX. 0.8 KM 0605545.5 | EA2551| EA2549 MALLORY APPROX. 2.9 KM 1700921.9 | EA2551| EA2537 BEACON 37 APPROX. 1.3 KM 2260529.6 | EA2551| EA3619 ORTON RM 1 70.397 METERS 31254 | EA2551|---------------------------------------------------------------------| EA2551 EA2551 SUPERSEDED SURVEY CONTROL EA2551 EA2551 NAD 27 - 34 19 33.65300(N) 077 42 51.93900(W) AD( ) 3 EA2551 EA2551.Superseded values are not recommended for survey control. EA2551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2551.See file dsdata.txt to determine how the superseded data were derived. EA2551 EA2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5028401660(NAD 83) EA2551_MARKER: DS = TRIANGULATION STATION DISK EA2551_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EA2551_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EA2551 EA2551 HISTORY - Date Condition Report By EA2551 HISTORY - 1933 MONUMENTED CGS EA2551 HISTORY - 1964 GOOD CGS EA2551 HISTORY - 1969 GOOD USGS EA2551 HISTORY - 1979 SEE DESCRIPTION USE EA2551 EA2551 STATION DESCRIPTION EA2551 EA2551'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (JAB) EA2551'STATION IS ON THE MAINLAND, 1-1/2 MILES N OF RICH INLET, ON THE EA2551'SECOND POINT SW OF LONG POINT, 250 YARDS N OF BEACON 35, ON A EA2551'SHELLY, OPEN SPACE, 75 YARDS FROM TREE LINE AND FAST LAND, 50 EA2551'YARDS FROM CHANNEL OF INTRACOASTAL WATERWAY, 125 YARDS SW OF SHACK EA2551'IN WOODS. EA2551' EA2551'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN EA2551'CONCRETE AT THE CENTER OF THE TOP OF A TILE. EA2551' EA2551'REFERENCE MARK IS AT EDGE OF WOODS 3 YARDS FROM HIGH-WATER EA2551'LINE. BOTH MARKS ARE SET IN 8-INCH TILE, AND PROJECT 8 INCHES EA2551'ABOVE SURFACE OF GROUND. EA2551' EA2551'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS. EA2551 EA2551 STATION RECOVERY (1964) EA2551 EA2551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA2551'THE STATION MARK AND R.M. NO 1 WERE RECOVERED IN GOOD EA2551'CONDITION. THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING EA2551'ADDITIONS-- EA2551' EA2551'THE STATION IS STAMPED ORTON 1933 AND PROJECTS ABOUT 14 EA2551'INCHES. THE STATION IS 6.0 FEET SOUTH OF A METAL WITNESS POST. THE EA2551'R.M. IS STAMPED ORTON 1 1933 AND PROJECTS ABOUT 4 INCHES. THE R.M. EA2551'IS 70.397 METERS NORTHWEST OF STATION IN GROUP OF SMALL TREES AND EA2551'19.5 FEET WEST OF TRACK ROAD LEADING TOWARD THE WATER WAY. EA2551 EA2551 STATION RECOVERY (1969) EA2551 EA2551'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 EA2551'THE DISTANCE TO RM NO 1 LISTED AS BEING 70 FT OR 70 METERS. IT IS EA2551'70 METERS. EA2551 EA2551 STATION RECOVERY (1979) EA2551 EA2551'RECOVERY NOTE BY US ENGINEERS 1979 (GRN) EA2551'STATION FOUND DESTROYED, STATION AND RM BOTH HIT BY VEHICLE AND ARE EA2551'IN PIECES AT SITE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0860 *********************************************************************** EA0860 DESIGNATION - OVER EA0860 PID - EA0860 EA0860 STATE/COUNTY- NC/PENDER EA0860 USGS QUAD - ROCKY POINT (1988) EA0860 EA0860 *CURRENT SURVEY CONTROL EA0860 ___________________________________________________________________ EA0860* NAD 83(1986)- 34 25 09.00625(N) 077 53 04.92275(W) ADJUSTED EA0860* NAVD 88 - 11.870 (meters) 38.94 (feet) ADJUSTED EA0860 ___________________________________________________________________ EA0860 LAPLACE CORR- -4.79 (seconds) DEFLEC99 EA0860 GEOID HEIGHT- -36.53 (meters) GEOID03 EA0860 DYNAMIC HT - 11.859 (meters) 38.91 (feet) COMP EA0860 MODELED GRAV- 979,680.6 (mgal) NAVD 88 EA0860 EA0860 HORZ ORDER - SECOND EA0860 VERT ORDER - SECOND CLASS II EA0860 EA0860.The North Carolina HARNS have been completed but, EA0860.due to contractual restrictions, coordinates for these stations EA0860.will NOT be published in the near future. In the interim, the EA0860.published coordinates in North Carolina will not be EA0860.consistent with the Continuously Operating Reference Stations EA0860.(CORS). The HARN coordinates for these stations are available EA0860.upon request. Contact Gary Thompson(919-733-3836). EA0860. EA0860.In addition, the published North Carolina positions EA0860.(NAD 83 (1986)) are NOT consistent with those determined in EA0860.adjacent state readjustments. The discontinuity between stations EA0860.located in North Carolina and those in adjacent states EA0860.which have been adjusted to the HARN may be as much as 5 EA0860.decimeters. This will result in a significant loss of accuracy EA0860.over lines crossing such state borders. EA0860 EA0860 EA0860.The horizontal coordinates were established by classical geodetic methods EA0860.and adjusted by the National Geodetic Survey in July 1986. EA0860 EA0860.The orthometric height was determined by differential leveling EA0860.and adjusted by the National Geodetic Survey in June 1991. EA0860 EA0860.The Laplace correction was computed from DEFLEC99 derived deflections. EA0860 EA0860.The geoid height was determined by GEOID03. EA0860 EA0860.The dynamic height is computed by dividing the NAVD 88 EA0860.geopotential number by the normal gravity value computed on the EA0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0860.degrees latitude (g = 980.6199 gals.). EA0860 EA0860.The modeled gravity was interpolated from observed gravity values. EA0860 EA0860; North East Units Scale Factor Converg. EA0860;SPC NC - 74,808.929 712,124.561 MT 0.99997733 +0 38 37.4 EA0860;SPC NC - 245,435.63 2,336,362.00 sFT 0.99997733 +0 38 37.4 EA0860;UTM 18 - 3,812,408.513 234,879.011 MT 1.00046649 -1 37 53.4 EA0860 EA0860! - Elev Factor x Scale Factor = Combined Factor EA0860!SPC NC - 1.00000387 x 0.99997733 = 0.99998120 EA0860!UTM 18 - 1.00000387 x 1.00046649 = 1.00047036 EA0860 EA0860: Primary Azimuth Mark Grid Az EA0860:SPC NC - MEEKS 191 50 24.8 EA0860:UTM 18 - MEEKS 194 06 55.6 EA0860 EA0860|---------------------------------------------------------------------| EA0860| PID Reference Object Distance Geod. Az | EA0860| dddmmss.s | EA0860| EA0858 MEEKS APPROX. 1.9 KM 1922902.2 | EA0860|---------------------------------------------------------------------| EA0860 EA0860 SUPERSEDED SURVEY CONTROL EA0860 EA0860 NAD 27 - 34 25 08.40205(N) 077 53 05.97185(W) AD( ) 2 EA0860 NGVD 29 (??/??/92) 12.164 (m) 39.91 (f) ADJ UNCH 2 2 EA0860 EA0860.Superseded values are not recommended for survey control. EA0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0860.See file dsdata.txt to determine how the superseded data were derived. EA0860 EA0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3487912409(NAD 83) EA0860_MARKER: DD = SURVEY DISK EA0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0860_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0860_STAMPING: OVER 1968 EA0860 EA0860 HISTORY - Date Condition Report By EA0860 HISTORY - 1968 MONUMENTED NCGS EA0860 HISTORY - 1975 GOOD NCGS EA0860 EA0860 STATION DESCRIPTION EA0860 EA0860'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0860'OVER IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA0860'THE VICINITY OF BURGAW, NORTH CAROLINA. EA0860' EA0860'OVER IS LOCATED APPROXIMATELY 9.6 MILES SSE OF THE CENTER OF EA0860'BURGAW. TO REACH STATION PROCEED FROM THE INTERSECTION OF NC 133 EA0860'WITH US 117, GO NORTH ON U.S. 117 FOR 2.15 MILES TO STATION. WHICH EA0860'IS ON THE EAST SHOULDER OF U.S. 117 TOWARD THE NORTH END OF EA0860'APPROACH RAMP TO U.S. 117 RR OVERPASS AND 0.15 MILE NORTH OF EA0860'OVERPASS. EA0860' EA0860'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EA0860'OVER 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA0860'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EA0860' EA0860'MARK IS EA0860' EA0860'21.3 FT ESE OF C/L OF U.S. 117 EA0860' EA0860'92.0 FT NNE OF 4X4 POST WITH REFLECTOR ON E SHOULDER OF U.S. 117, EA0860'AND WITH ALUMINUM REF. TAG EA0860' EA0860'56.5 FT NW OF 24 INCH OAK TREE IN SW CORNER OF YARD FOR ONE EA0860'STORY WHITE FRAME HOUSE, AND WITH ALUMINUM REF. TAG EA0860' EA0860'77.0 FT W OF NW CORNER OF CONCRETE RAIL FOR STEPS TO ONE EA0860'STORY WHITE FRAME HOUSE EA0860' EA0860'71.0 FT SW OF PP 447 ON E SIDE OF ACCESS ROAD, AND WITH EA0860'ALUMINUM REF. TAG EA0860' EA0860'27.5 FT W OF C/L OF ACCESS ROAD EA0860 EA0860 STATION RECOVERY (1975) EA0860 EA0860'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0860'IN ROCKY POINT. EA0860'OVER IS LOCATED APPROXIMATELY 9.4 MILES SOUTH OF BURGAW. TO REACH EA0860'STATION FROM THE INTERSECTION OF US 117 WITH NC 210 CROSSROADS, EA0860'PROCEED SOUTH ALONG US 117 FOR 1.5 MILES TO STATION ON THE LEFT IN EA0860'EAST SHOULDER OF HIGHWAY NEAR THE NORTH END OF APPROACH RAMP TO US 117 EA0860'RR OVERPASS AND 0.15 MILE NORTH OF OVERPASS. 21.3 FT. ESE OF C/L OF EA0860'US 117, 92.0 FT. NNE OF 4X4 POST WITH REFLECTOR AND ALUMINUM REF. TAG EA0860'ON E SHOULDER OF US 117, 56.5 FT. NW OF 24 INCH OAK WITH ALUMINUM REF. EA0860'TAG IN SW CORNER OF YARD FOR ONE STORY WHITE FRAME HOUSE, 77.0 FT. W EA0860'OF NW CORNER OF CONCRETE RAIL FOR STEPS TO ONE STORY WHITE FRAME EA0860'HOUSE, 71.0 FT. SW OF PP NO. 447 WITH ALUMINUM REF. TAG ON E SIDE OF EA0860'ACCESS ROAD, AND 27.5 FT. W OF C/L OF ACCESS ROAD. DISK IS SET IN EA0860'CONCRETE CYLINDER, 3 INCHES BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0480 *********************************************************************** EA0480 DESIGNATION - P 148 EA0480 PID - EA0480 EA0480 STATE/COUNTY- NC/PENDER EA0480 USGS QUAD - HAMPSTEAD (1970) EA0480 EA0480 *CURRENT SURVEY CONTROL EA0480 ___________________________________________________________________ EA0480* NAD 83(1986)- 34 21 19.36009(N) 077 43 30.99264(W) ADJUSTED EA0480* NAVD 88 - 15.346 (meters) 50.35 (feet) ADJUSTED EA0480 ___________________________________________________________________ EA0480 LAPLACE CORR- -3.92 (seconds) DEFLEC99 EA0480 GEOID HEIGHT- -37.12 (meters) GEOID03 EA0480 DYNAMIC HT - 15.331 (meters) 50.30 (feet) COMP EA0480 MODELED GRAV- 979,655.1 (mgal) NAVD 88 EA0480 EA0480 HORZ ORDER - SECOND EA0480 VERT ORDER - FIRST CLASS I EA0480 EA0480.The North Carolina HARNS have been completed but, EA0480.due to contractual restrictions, coordinates for these stations EA0480.will NOT be published in the near future. In the interim, the EA0480.published coordinates in North Carolina will not be EA0480.consistent with the Continuously Operating Reference Stations EA0480.(CORS). The HARN coordinates for these stations are available EA0480.upon request. Contact Gary Thompson(919-733-3836). EA0480. EA0480.In addition, the published North Carolina positions EA0480.(NAD 83 (1986)) are NOT consistent with those determined in EA0480.adjacent state readjustments. The discontinuity between stations EA0480.located in North Carolina and those in adjacent states EA0480.which have been adjusted to the HARN may be as much as 5 EA0480.decimeters. This will result in a significant loss of accuracy EA0480.over lines crossing such state borders. EA0480 EA0480 EA0480.The horizontal coordinates were established by classical geodetic methods EA0480.and adjusted by the National Geodetic Survey in January 1988. EA0480 EA0480.The orthometric height was determined by differential leveling EA0480.and adjusted by the National Geodetic Survey in June 1991. EA0480 EA0480.The Laplace correction was computed from DEFLEC99 derived deflections. EA0480 EA0480.The geoid height was determined by GEOID03. EA0480 EA0480.The dynamic height is computed by dividing the NAVD 88 EA0480.geopotential number by the normal gravity value computed on the EA0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0480.degrees latitude (g = 980.6199 gals.). EA0480 EA0480.The modeled gravity was interpolated from observed gravity values. EA0480 EA0480; North East Units Scale Factor Converg. EA0480;SPC NC - 67,909.778 726,869.736 MT 0.99999397 +0 44 08.6 EA0480;SPC NC - 222,800.66 2,384,738.46 sFT 0.99999397 +0 44 08.6 EA0480;UTM 18 - 3,804,926.273 249,345.003 MT 1.00037451 -1 32 19.5 EA0480 EA0480! - Elev Factor x Scale Factor = Combined Factor EA0480!SPC NC - 1.00000342 x 0.99999397 = 0.99999739 EA0480!UTM 18 - 1.00000342 x 1.00037451 = 1.00037793 EA0480 EA0480 SUPERSEDED SURVEY CONTROL EA0480 EA0480 NGVD 29 (??/??/92) 15.640 (m) 51.31 (f) ADJ UNCH 1 1 EA0480 EA0480.Superseded values are not recommended for survey control. EA0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0480.See file dsdata.txt to determine how the superseded data were derived. EA0480 EA0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4934504926(NAD 83) EA0480_MARKER: DB = BENCH MARK DISK EA0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0480_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0480_STAMPING: P 148 1935 EA0480_MARK LOGO: CGS EA0480_PROJECTION: FLUSH EA0480_MAGNETIC: O = OTHER; SEE DESCRIPTION EA0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0480+STABILITY: SURFACE MOTION EA0480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA0480+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1999 EA0480 EA0480 HISTORY - Date Condition Report By EA0480 HISTORY - 1935 MONUMENTED CGS EA0480 HISTORY - 1963 GOOD NGS EA0480 HISTORY - 1979 GOOD NCGS EA0480 HISTORY - 1984 GOOD NCGS EA0480 HISTORY - 1984 GOOD USPSQD EA0480 HISTORY - 1985 GOOD USPSQD EA0480 HISTORY - 1986 GOOD USPSQD EA0480 HISTORY - 1989 GOOD USPSQD EA0480 HISTORY - 19990630 SEE DESCRIPTION NCGS EA0480 HISTORY - 20050313 MARK NOT FOUND USPSQD EA0480 EA0480 STATION DESCRIPTION EA0480 EA0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 EA0480'1.6 MI SW FROM HAMPSTEAD. EA0480'1.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE HAMPSTEAD EA0480'TOPSAIL SCHOOL AT HAMPSTEAD, AT A SAND ROAD CROSSING LEADING EA0480'NORTHWEST ACROSS THE ATLANTIC COAST LINE RAILROAD TRACK, 70.5 EA0480'NORTHWEST OF CENTER LINE OF HIGHWAY, 27 FEET SOUTHEAST OF EA0480'SOUTHEAST RAIL, 184 FEET EAST NORTHEAST OF CENTER OF CROSSING, 7 EA0480'FEET SOUTHWEST OF A TELEPHONE POLE, 1.5 FEET NORTHEAST OF A EA0480'CREOSOTE WITNESS POST, 2 1/2 FEET ABOVE LEVEL OF TRACK, AND SET EA0480'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND. EA0480 EA0480 STATION RECOVERY (1979) EA0480 EA0480'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EA0480'1.05 MILES SOUTHWEST ALONG U.S. 17 FROM THE JUNCTION WITH N.C. 210 EA0480'AT HAMPSTEAD, ON RIGHT A SAND ROAD CROSSING THE RAILROAD AND EA0480'0.3 MILE SOUTHWEST OF INTERSECTION WITH SR 1582, 70.5 FEET EA0480'NORTHWEST OF CENTERLINE OF HIGHWAY, 184.0 FEET EAST-NORTHEAST EA0480'OF CENTER OF CROSSING, 27.0 FEET SOUTHEAST OF SOUTHEAST RAIL OF EA0480'RAILROAD AND 35.9 FEET NORTH-NORTHEAST OF A 6 INCH PINE WITH EA0480'REFERENCE TAG. EA0480'THE MARK IS 0.7 FT SW FROM A WITNESS POST. EA0480'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EA0480 EA0480 STATION RECOVERY (1984) EA0480 EA0480'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) EA0480'STATION IS LOCATED ABOUT 1.8 KM (1.1 MI) SOUTHWEST OF HAMPSTEAD. EA0480' EA0480'ALONG US 17 FOR 1.7 KM (1.05 MI) SOUTHWEST FROM THE INTERSECTION EA0480'WITH NC 210 (IN HAMPSTEAD), AT A RAILROAD CROSSING, IN FRONT OF A EA0480'WHITE FRAME RESIDENCE. EA0480' EA0480'THE STATION IS A STANDARD CGS DISK STAMPED---P 148 1935---, SET IN EA0480'A SQUARE CONCRETE MONUMENT 18 CM ACROSS THE SIDE, FLUSH WITH THE EA0480'GROUND. LOCATED EA0480'21.5 METERS (70.5 FT) NORTHWEST OF CENTERLINE OF HIGHWAY, EA0480'25.6 METERS (184.0 FT) EAST-NORTHEAST OF CENTER OF RAILROAD EA0480'CROSSING, 8.2 METERS (27.0 FT) SOUTHEAST OF SOUTHEAST RAIL OF EA0480'RAILROAD, AND 10.9 METERS (35.9 FT) NORTH-NORTHWEST OF A 18 INCH EA0480'PINE WITH REFERENCE TAG. EA0480' EA0480'MARK IS LEVEL WITH HIGHWAY. EA0480 EA0480 STATION RECOVERY (1984) EA0480 EA0480'RECOVERY NOTE BY US POWER SQUADRON 1984 EA0480'RECOVERED IN GOOD CONDITION. EA0480 EA0480 STATION RECOVERY (1985) EA0480 EA0480'RECOVERY NOTE BY US POWER SQUADRON 1985 EA0480'WITNESS POST. EA0480 EA0480 STATION RECOVERY (1986) EA0480 EA0480'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB) EA0480'RECOVERED IN GOOD CONDITION. EA0480 EA0480 STATION RECOVERY (1989) EA0480 EA0480'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMP) EA0480'RECOVERED IN GOOD CONDITION. EA0480 EA0480 STATION RECOVERY (1999) EA0480 EA0480'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH) EA0480'NOT FOUND, PROBABLY LOST DUE TO US 17 4-LANE IMPROVEMENTS. EA0480 EA0480 STATION RECOVERY (2005) EA0480 EA0480'RECOVERY NOTE BY US POWER SQUADRON 2005 EA0480'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0926 *********************************************************************** EA0926 DESIGNATION - PAD EA0926 PID - EA0926 EA0926 STATE/COUNTY- NC/PENDER EA0926 USGS QUAD - WALLACE EAST (1981) EA0926 EA0926 *CURRENT SURVEY CONTROL EA0926 ___________________________________________________________________ EA0926* NAD 83(1986)- 34 40 59.05256(N) 077 56 35.04422(W) ADJUSTED EA0926* NAVD 88 - 8.403 (meters) 27.57 (feet) ADJUSTED EA0926 ___________________________________________________________________ EA0926 LAPLACE CORR- -3.86 (seconds) DEFLEC99 EA0926 GEOID HEIGHT- -36.29 (meters) GEOID03 EA0926 DYNAMIC HT - 8.395 (meters) 27.54 (feet) COMP EA0926 MODELED GRAV- 979,678.1 (mgal) NAVD 88 EA0926 EA0926 HORZ ORDER - SECOND EA0926 VERT ORDER - SECOND CLASS II EA0926 EA0926.The North Carolina HARNS have been completed but, EA0926.due to contractual restrictions, coordinates for these stations EA0926.will NOT be published in the near future. In the interim, the EA0926.published coordinates in North Carolina will not be EA0926.consistent with the Continuously Operating Reference Stations EA0926.(CORS). The HARN coordinates for these stations are available EA0926.upon request. Contact Gary Thompson(919-733-3836). EA0926. EA0926.In addition, the published North Carolina positions EA0926.(NAD 83 (1986)) are NOT consistent with those determined in EA0926.adjacent state readjustments. The discontinuity between stations EA0926.located in North Carolina and those in adjacent states EA0926.which have been adjusted to the HARN may be as much as 5 EA0926.decimeters. This will result in a significant loss of accuracy EA0926.over lines crossing such state borders. EA0926 EA0926 EA0926.The horizontal coordinates were established by classical geodetic methods EA0926.and adjusted by the National Geodetic Survey in July 1986. EA0926 EA0926.The orthometric height was determined by differential leveling EA0926.and adjusted by the National Geodetic Survey in June 1991. EA0926 EA0926.The Laplace correction was computed from DEFLEC99 derived deflections. EA0926 EA0926.The geoid height was determined by GEOID03. EA0926 EA0926.The dynamic height is computed by dividing the NAVD 88 EA0926.geopotential number by the normal gravity value computed on the EA0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0926.degrees latitude (g = 980.6199 gals.). EA0926 EA0926.The modeled gravity was interpolated from observed gravity values. EA0926 EA0926; North East Units Scale Factor Converg. EA0926;SPC NC - 104,022.284 706,447.732 MT 0.99992151 +0 36 36.1 EA0926;SPC NC - 341,279.78 2,317,737.27 sFT 0.99992151 +0 36 36.1 EA0926;UTM 18 - 3,841,840.317 230,366.698 MT 1.00049619 -1 40 32.6 EA0926;UTM 17 - 3,842,151.520 780,068.590 MT 1.00056691 +1 44 26.3 EA0926 EA0926! - Elev Factor x Scale Factor = Combined Factor EA0926!SPC NC - 1.00000438 x 0.99992151 = 0.99992589 EA0926!UTM 18 - 1.00000438 x 1.00049619 = 1.00050057 EA0926!UTM 17 - 1.00000438 x 1.00056691 = 1.00057129 EA0926 EA0926|---------------------------------------------------------------------| EA0926| PID Reference Object Distance Geod. Az | EA0926| dddmmss.s | EA0926| EA0925 WELSH 334.315 METERS 16246 | EA0926| EA0927 HARRELL 377.137 METERS 32059 | EA0926|---------------------------------------------------------------------| EA0926 EA0926 SUPERSEDED SURVEY CONTROL EA0926 EA0926 NAD 27 - 34 40 58.45003(N) 077 56 36.10013(W) AD( ) 2 EA0926 NGVD 29 (??/??/92) 8.688 (m) 28.50 (f) ADJ UNCH 2 2 EA0926 EA0926.Superseded values are not recommended for survey control. EA0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0926.See file dsdata.txt to determine how the superseded data were derived. EA0926 EA0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3036741840(NAD 83) EA0926_MARKER: DD = SURVEY DISK EA0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0926_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0926_STAMPING: PAD 1968 EA0926 EA0926 HISTORY - Date Condition Report By EA0926 HISTORY - 1968 MONUMENTED NCGS EA0926 HISTORY - 1973 GOOD NCGS EA0926 HISTORY - 1975 GOOD NCGS EA0926 EA0926 STATION DESCRIPTION EA0926 EA0926'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0926'PAD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA0926'THE VICINITY OF WALLACE, NORTH CAROLINA. EA0926' EA0926'PAD IS LOCATED APPROXIMATELY 4.5 MILES SOUTHEAST OF THE EA0926'CENTER OF WALLACE. TO REACH STATION PROCEED FROM THE EA0926'PENDER-DUPLIN COUNTY LINE, GO SOUTH ON U.S. 117 FOR 3.15 EA0926'MILES TO STATION. WHICH IS IN CURVE ON EAST SHOULDER OF EA0926'U.S. 117, AT BOTTOM OF TWO SMALL HILLS ABOUT 75 FEET NORTH OF EA0926'CREEK UNDER HIGHWAY, 0.45 MILE NORTH OF INTERSECTION OF EA0926'SR 1315 WITH U.S. 117 AND 1.0 MILE SOUTH OF INTERSECTION EA0926'OF SR 1001 WITH U.S. 117. EA0926' EA0926'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0926'PAD 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA0926'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EA0926' EA0926'MARK IS EA0926' EA0926'18.7 FT E OF C/L OF U.S. 117 EA0926' EA0926'81.6 FT NW OF N END OF HEADWALL ON E SIDE OF U.S. 117 EA0926' EA0926'39.6 FT SW OF 4 INCH MAPLE TREE ON E SIDE OF U.S. 117, AND EA0926'WITH ALUMINUM REF. TAG EA0926' EA0926'158.0 FT S OF 24 INCH PINE TREE (WHICH IS THE WESTERNMOST EA0926'OF FOUR PINE TREES) ON E SIDE OF U.S. 117, AND WITH EA0926'ALUMINUM REF. TAG EA0926' EA0926'36.5 FT W OF 3 INCH MAPLE TREE ON E SIDE OF U.S. 117, AND EA0926'WITH ALUMINUM REF. TAG EA0926 EA0926 STATION RECOVERY (1973) EA0926 EA0926'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EA0926'STATION RECOVERED AS DESCRIBED, EXCEPT 3 IN AND 4 IN MAPLES EA0926'ARE GONE. EA0926 EA0926 STATION RECOVERY (1975) EA0926 EA0926'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0926'2.2 MI E FROM WILLARD. EA0926'PAD IS LOCATED APPROXIMATELY 9.2 MILES NORTH OF BURGAW. TO REACH EA0926'STATION FROM THE BRIDGE OVER ROCK FISH CREEK AT DUPLIN - PENDER COUNTY EA0926'LINE, PROCEED SOUTH ALONG US 117 FOR 3.15 MILES TO STATION IN CURVE IN EA0926'EAST SHOULDER OF HIGHWAY, AT BOTTOM OF TWO SMALL HILLS, ABOUT 75 FEET EA0926'NORTH OF A CREEK UNDER HIGHWAY, AND 0.45 MILE NORTH OF INTERSECTION EA0926'WITH SR 1315. 18.7 FT. E OF C/L OF US 117, 81.6 FT. NW OF N END OF EA0926'HEADWALL ON E SIDE OF US 117, 39.6 FT. SW OF 4 INCH MAPLE WITH EA0926'ALUMINUM REF. TAG, 158.0 FT. S OF 24 INCH PINE WITH ALUMINUM REF. TAG EA0926'(WESTERNMOST OF FOUR PINE TREES), AND 36.5 FT. W OF 3 INCH MAPLE WITH EA0926'ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER, 3 INCHES BELOW EA0926'THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0857 *********************************************************************** EA0857 DESIGNATION - PAUL EA0857 PID - EA0857 EA0857 STATE/COUNTY- NC/PENDER EA0857 USGS QUAD - ROCKY POINT (1988) EA0857 EA0857 *CURRENT SURVEY CONTROL EA0857 ___________________________________________________________________ EA0857* NAD 83(1986)- 34 23 30.94318(N) 077 53 30.63038(W) ADJUSTED EA0857* NAVD 88 - 8.157 (meters) 26.76 (feet) ADJUSTED EA0857 ___________________________________________________________________ EA0857 LAPLACE CORR- -4.96 (seconds) DEFLEC99 EA0857 GEOID HEIGHT- -36.53 (meters) GEOID03 EA0857 DYNAMIC HT - 8.149 (meters) 26.74 (feet) COMP EA0857 MODELED GRAV- 979,680.1 (mgal) NAVD 88 EA0857 EA0857 HORZ ORDER - SECOND EA0857 VERT ORDER - SECOND CLASS II EA0857 EA0857.The North Carolina HARNS have been completed but, EA0857.due to contractual restrictions, coordinates for these stations EA0857.will NOT be published in the near future. In the interim, the EA0857.published coordinates in North Carolina will not be EA0857.consistent with the Continuously Operating Reference Stations EA0857.(CORS). The HARN coordinates for these stations are available EA0857.upon request. Contact Gary Thompson(919-733-3836). EA0857. EA0857.In addition, the published North Carolina positions EA0857.(NAD 83 (1986)) are NOT consistent with those determined in EA0857.adjacent state readjustments. The discontinuity between stations EA0857.located in North Carolina and those in adjacent states EA0857.which have been adjusted to the HARN may be as much as 5 EA0857.decimeters. This will result in a significant loss of accuracy EA0857.over lines crossing such state borders. EA0857 EA0857 EA0857.The horizontal coordinates were established by classical geodetic methods EA0857.and adjusted by the National Geodetic Survey in July 1986. EA0857 EA0857.The orthometric height was determined by differential leveling EA0857.and adjusted by the National Geodetic Survey in June 1991. EA0857 EA0857.The Laplace correction was computed from DEFLEC99 derived deflections. EA0857 EA0857.The geoid height was determined by GEOID03. EA0857 EA0857.The dynamic height is computed by dividing the NAVD 88 EA0857.geopotential number by the normal gravity value computed on the EA0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0857.degrees latitude (g = 980.6199 gals.). EA0857 EA0857.The modeled gravity was interpolated from observed gravity values. EA0857 EA0857; North East Units Scale Factor Converg. EA0857;SPC NC - 71,780.126 711,501.884 MT 0.99998429 +0 38 22.5 EA0857;SPC NC - 235,498.63 2,334,319.10 sFT 0.99998429 +0 38 22.5 EA0857;UTM 18 - 3,809,405.345 234,136.252 MT 1.00047136 -1 38 03.9 EA0857 EA0857! - Elev Factor x Scale Factor = Combined Factor EA0857!SPC NC - 1.00000445 x 0.99998429 = 0.99998874 EA0857!UTM 18 - 1.00000445 x 1.00047136 = 1.00047582 EA0857 EA0857: Primary Azimuth Mark Grid Az EA0857:SPC NC - POLE 197 14 56.3 EA0857:UTM 18 - POLE 199 31 22.7 EA0857 EA0857|---------------------------------------------------------------------| EA0857| PID Reference Object Distance Geod. Az | EA0857| dddmmss.s | EA0857| EA0855 POLE APPROX. 1.4 KM 1975318.8 | EA0857|---------------------------------------------------------------------| EA0857 EA0857 SUPERSEDED SURVEY CONTROL EA0857 EA0857 NAD 27 - 34 23 30.33823(N) 077 53 31.68249(W) AD( ) 2 EA0857 NGVD 29 (??/??/92) 8.451 (m) 27.73 (f) ADJ UNCH 2 2 EA0857 EA0857.Superseded values are not recommended for survey control. EA0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0857.See file dsdata.txt to determine how the superseded data were derived. EA0857 EA0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3413609405(NAD 83) EA0857_MARKER: DD = SURVEY DISK EA0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0857_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0857_STAMPING: PAUL 1968 EA0857 EA0857 HISTORY - Date Condition Report By EA0857 HISTORY - 1968 MONUMENTED NCGS EA0857 HISTORY - 1975 GOOD NCGS EA0857 HISTORY - 1984 GOOD USPSQD EA0857 EA0857 STATION DESCRIPTION EA0857 EA0857'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0857'PAUL IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA0857'THE VICINITY OF WILMINGTON, NORTH CAROLINA. EA0857' EA0857'PAUL IS LOCATED APPROXIMATELY 11.2 MILES NNE OF THE CENTER OF EA0857'WILMINGTON. TO REACH STATION PROCEED FROM THE INTERSECTION OF EA0857'NC 133 WITH U.S. 117, GO NORTH ON U.S. 117 FOR 0.2 MILE TO EA0857'STATION. WHICH IS ON THE EAST SIDE OF U.S. 117 ABOUT 200 FEET EA0857'SOUTHEAST OF SMALL CEMETERY AND 1.8 MILES SOUTH OF U.S. 117 RR EA0857'OVERPASS. EA0857' EA0857'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EA0857'PAUL 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA0857'WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND. EA0857' EA0857'MARK IS EA0857' EA0857'18.4 FT SE OF C/L OF U.S. 117 EA0857' EA0857'32.0 FT WNW OF 24 INCH PINE TREE ON E SIDE OF U.S. 117, AND EA0857'WITH ALUMINUM REF. TAG EA0857' EA0857'109.0 FT NNW OF TELEPHONE PEDESTAL ON E SIDE OF U.S. 117 EA0857' EA0857'143.0 FT SSW OF 4X4 POST WITH UNLAWFUL TO PASS SCHOOL BUS EA0857'SIGN ON E SHOULDER OF U.S. 117 AND WITH ALUMINUM REF. TAG EA0857' EA0857'70.1 FT SW OF 5 INCH MAPLE TREE ON E SIDE OF U.S. 117, AND EA0857'WITH ALUMINUM REF. TAG EA0857 EA0857 STATION RECOVERY (1975) EA0857 EA0857'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0857'2.5 MI N FROM CASTLE HAYNE. EA0857'TO REACH STATION FROM THE INTERSECTION OF US 117 WITH NC 133 (W) EA0857'BETWEEN CASTLE HAYNE AND ROCKY POINT, PROCEED NORTH ON US 117 FOR 0.2 EA0857'MILE TO STATION ON THE RIGHT ABOUT 200 FEET SOUTHEAST OF SMALL EA0857'CEMETERY. 18.4 FT. SE OF C/L OF US 117, 32.0 FT. WNW OF 24 INCH PINE EA0857'WITH ALUMINUM REF. TAG ON E SIDE OF US 117, 109.0 FT. NNW OF TELEPHONE EA0857'PEDESTAL ON E SIDE OF US 117, 143.0 FT. SSW OF 4X4 POST WITH UNLAWFUL EA0857'TO PASS SCHOOL BUS SIGN WITH ALUMINUM REF. TAG ON E SHOULDER OF US EA0857'117, 70.1 FT. SW OF 5 INCH MAPLE WITH ALUMINUM REF. TAG ON E SIDE OF EA0857'US 117, 87.6 FT. SSE OF PP NO. 535 WITH ALUMINUM REF. TAG ON W SIDE OF EA0857'HIGHWAY, AND 98.7 FT. NE OF PP WITH ALUMINUM REF. TAG ON W SIDE OF EA0857'HIGHWAY. DISK IS SET IN CONCRETE CYLINDER, 5 INCHES BELOW THE GROUND. EA0857 EA0857 STATION RECOVERY (1984) EA0857 EA0857'RECOVERY NOTE BY US POWER SQUADRON 1984 (HW) EA0857'PAUL - 1968 RECOVERED EXCELLENT. EA0857' EA0857'MARK FOUND 2 INCHES UNDERGROUND ON SHOULDER OF ROAD. 5 INCHES EA0857'MAPLE TREE IS GONE. EA0857' EA0857'NEW REFERENCE POINT - 87.6 FEET SSE FROM POWER POLE 535 WITH EA0857'ALUMINUM DEFENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0862 *********************************************************************** EA0862 DESIGNATION - PECAN EA0862 PID - EA0862 EA0862 STATE/COUNTY- NC/PENDER EA0862 USGS QUAD - ROCKY POINT (1988) EA0862 EA0862 *CURRENT SURVEY CONTROL EA0862 ___________________________________________________________________ EA0862* NAD 83(1986)- 34 26 21.38310(N) 077 52 45.91309(W) ADJUSTED EA0862* NAVD 88 - 10.957 (meters) 35.95 (feet) ADJUSTED EA0862 ___________________________________________________________________ EA0862 LAPLACE CORR- -4.61 (seconds) DEFLEC99 EA0862 GEOID HEIGHT- -36.53 (meters) GEOID03 EA0862 DYNAMIC HT - 10.947 (meters) 35.92 (feet) COMP EA0862 MODELED GRAV- 979,679.8 (mgal) NAVD 88 EA0862 EA0862 HORZ ORDER - SECOND EA0862 VERT ORDER - SECOND CLASS II EA0862 EA0862.The North Carolina HARNS have been completed but, EA0862.due to contractual restrictions, coordinates for these stations EA0862.will NOT be published in the near future. In the interim, the EA0862.published coordinates in North Carolina will not be EA0862.consistent with the Continuously Operating Reference Stations EA0862.(CORS). The HARN coordinates for these stations are available EA0862.upon request. Contact Gary Thompson(919-733-3836). EA0862. EA0862.In addition, the published North Carolina positions EA0862.(NAD 83 (1986)) are NOT consistent with those determined in EA0862.adjacent state readjustments. The discontinuity between stations EA0862.located in North Carolina and those in adjacent states EA0862.which have been adjusted to the HARN may be as much as 5 EA0862.decimeters. This will result in a significant loss of accuracy EA0862.over lines crossing such state borders. EA0862 EA0862 EA0862.The horizontal coordinates were established by classical geodetic methods EA0862.and adjusted by the National Geodetic Survey in July 1986. EA0862 EA0862.The orthometric height was determined by differential leveling EA0862.and adjusted by the National Geodetic Survey in June 1991. EA0862 EA0862.The Laplace correction was computed from DEFLEC99 derived deflections. EA0862 EA0862.The geoid height was determined by GEOID03. EA0862 EA0862.The dynamic height is computed by dividing the NAVD 88 EA0862.geopotential number by the normal gravity value computed on the EA0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0862.degrees latitude (g = 980.6199 gals.). EA0862 EA0862.The modeled gravity was interpolated from observed gravity values. EA0862 EA0862; North East Units Scale Factor Converg. EA0862;SPC NC - 77,044.412 712,584.770 MT 0.99997234 +0 38 48.4 EA0862;SPC NC - 252,769.88 2,337,871.87 sFT 0.99997234 +0 38 48.4 EA0862;UTM 18 - 3,814,625.045 235,427.892 MT 1.00046290 -1 37 45.7 EA0862 EA0862! - Elev Factor x Scale Factor = Combined Factor EA0862!SPC NC - 1.00000401 x 0.99997234 = 0.99997635 EA0862!UTM 18 - 1.00000401 x 1.00046290 = 1.00046692 EA0862 EA0862: Primary Azimuth Mark Grid Az EA0862:SPC NC - SIDE 190 59 02.3 EA0862:UTM 18 - SIDE 193 15 36.4 EA0862 EA0862|---------------------------------------------------------------------| EA0862| PID Reference Object Distance Geod. Az | EA0862| dddmmss.s | EA0862| EA0861 SIDE APPROX. 1.0 KM 1913750.7 | EA0862|---------------------------------------------------------------------| EA0862 EA0862 SUPERSEDED SURVEY CONTROL EA0862 EA0862 NAD 27 - 34 26 20.77968(N) 077 52 46.95928(W) AD( ) 2 EA0862 NGVD 29 (??/??/92) 11.250 (m) 36.91 (f) ADJ UNCH 2 2 EA0862 EA0862.Superseded values are not recommended for survey control. EA0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0862.See file dsdata.txt to determine how the superseded data were derived. EA0862 EA0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3542814625(NAD 83) EA0862_MARKER: DD = SURVEY DISK EA0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0862_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0862_STAMPING: PECAN 1968 EA0862_MARK LOGO: NCGS EA0862_MAGNETIC: O = OTHER; SEE DESCRIPTION EA0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0862+STABILITY: SURFACE MOTION EA0862 EA0862 HISTORY - Date Condition Report By EA0862 HISTORY - 1968 MONUMENTED NCGS EA0862 HISTORY - 1975 GOOD NCGS EA0862 HISTORY - 20000502 SEE DESCRIPTION NCGS EA0862 EA0862 STATION DESCRIPTION EA0862 EA0862'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0862'PECAN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EA0862'VICINITY OF BURGAW, NORTH CAROLINA. EA0862' EA0862'PECAN IS LOCATED APPROXIMATELY 8.4 MILES SSE OF THE CENTER OF EA0862'BURGAW. TO REACH STATION PROCEED FROM THE INTERSECTION OF NC EA0862'210 WITH U.S. 117, GO SOUTH ON U.S. 117 FOR 0.05 MILE TO EA0862'STATION. WHICH IS ON THE EAST SIDE OF U.S. 117, IN NW CORNER OF EA0862'YARD FOR ONE STORY WHITE FRAME HOUSE ACROSS THE HIGHWAY FROM EA0862'TRAVELERS SERVICE STATION, 0.2 MILE NORTH OF INTERSECTION OF SR EA0862'1418, AND IN LINE BETWEEN CORNER FENCE POST AND HIGHWAY. EA0862' EA0862'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EA0862'PECAN 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA0862'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EA0862' EA0862'MARK IS EA0862' EA0862'39.0 FT E OF C/L OF U.S. 117 EA0862' EA0862'19.5 FT SSE OF 4X4 POST WITH CURRIE-HAMPSTEAD SIGN, AND WITH EA0862'ALUMINUM REF. TAG EA0862' EA0862'4.0 FT W OF CORNER FENCE POST, AND WITH ALUMINUM REF. TAG EA0862' EA0862'82.0 FT NNW OF PP 484 ON S SIDE OF DRIVEWAY, AND WITH EA0862'ALUMINUM REF. TAG EA0862' EA0862'32.5 FT NNE OF N END OF CULVERT TO SIDEWALK OF ONE STORY WHITE EA0862'FRAME HOUSE EA0862 EA0862 STATION RECOVERY (1975) EA0862 EA0862'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0862'IN ROCKY POINT. EA0862'PECAN IS LOCATED APPROXIMATELY 8.2 MILES SSE OF BURGAW. TO REACH EA0862'STATION FROM INTERSECTION OF US 117 WITH NC 210 CROSSROADS, PROCEED EA0862'SOUTH ON US 117 FOR 0.05 MILE TO STATION ON THE LEFT, IN NORTHWEST EA0862'CORNER OF YARD FOR ONE STORY WHITE FRAME HOUSE ACROSS THE HIGHWAY FROM EA0862'TRAVELERS SERVICE STATION, AND IN LINE BETWEEN CORNER FENCE POST AND EA0862'HIGHWAY. 39.0 FT. E OF C/L OF US 117, 19.5 FT. SSE OF EA0862'CURRIE-HAMPSTEAD SIGN POST WITH ALUMINUM REF. TAG, AND 82.0 FT. NNW OF EA0862'PP NO. 484 WITH ALUMINUM REF. TAG ON S SIDE OF DRIVEWAY. DISK IS SET EA0862'IN CONCRETE CYLINDER, 2 INCHES BELOW THE GROUND. EA0862 EA0862 STATION RECOVERY (2000) EA0862 EA0862'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (EWB) EA0862'MARK DESTROYED BY ROAD CONSTRUCTION. INVERSE DISTANCE PULLED FROM EA0862'NCGS STATION---ROCKY 1996---AND A SOFT SPOT FOUND IN THE GROUND, BUT EA0862'NO REMAINS FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1224 *********************************************************************** EA1224 DESIGNATION - PENDER AZ MK EA1224 PID - EA1224 EA1224 STATE/COUNTY- NC/PENDER EA1224 USGS QUAD - HOLLY RIDGE (1997) EA1224 EA1224 *CURRENT SURVEY CONTROL EA1224 ___________________________________________________________________ EA1224* NAD 83(1986)- 34 28 34.68901(N) 077 34 33.05755(W) ADJUSTED EA1224* NAVD 88 - 15.437 (meters) 50.65 (feet) ADJUSTED EA1224 ___________________________________________________________________ EA1224 LAPLACE CORR- -2.30 (seconds) DEFLEC99 EA1224 GEOID HEIGHT- -37.28 (meters) GEOID03 EA1224 DYNAMIC HT - 15.422 (meters) 50.60 (feet) COMP EA1224 MODELED GRAV- 979,657.7 (mgal) NAVD 88 EA1224 EA1224 HORZ ORDER - SECOND EA1224 VERT ORDER - FIRST CLASS II EA1224 EA1224.The North Carolina HARNS have been completed but, EA1224.due to contractual restrictions, coordinates for these stations EA1224.will NOT be published in the near future. In the interim, the EA1224.published coordinates in North Carolina will not be EA1224.consistent with the Continuously Operating Reference Stations EA1224.(CORS). The HARN coordinates for these stations are available EA1224.upon request. Contact Gary Thompson(919-733-3836). EA1224. EA1224.In addition, the published North Carolina positions EA1224.(NAD 83 (1986)) are NOT consistent with those determined in EA1224.adjacent state readjustments. The discontinuity between stations EA1224.located in North Carolina and those in adjacent states EA1224.which have been adjusted to the HARN may be as much as 5 EA1224.decimeters. This will result in a significant loss of accuracy EA1224.over lines crossing such state borders. EA1224 EA1224 EA1224.The horizontal coordinates were established by classical geodetic methods EA1224.and adjusted by the National Geodetic Survey in January 1988. EA1224.No horizontal observational check was made to the station. EA1224 EA1224.The orthometric height was determined by differential leveling EA1224.and adjusted by the National Geodetic Survey in June 1991. EA1224 EA1224.The Laplace correction was computed from DEFLEC99 derived deflections. EA1224 EA1224.The geoid height was determined by GEOID03. EA1224 EA1224.The dynamic height is computed by dividing the NAVD 88 EA1224.geopotential number by the normal gravity value computed on the EA1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1224.degrees latitude (g = 980.6199 gals.). EA1224 EA1224.The modeled gravity was interpolated from observed gravity values. EA1224 EA1224; North East Units Scale Factor Converg. EA1224;SPC NC - 81,509.138 740,422.924 MT 0.99996347 +0 49 19.1 EA1224;SPC NC - 267,417.90 2,429,204.21 sFT 0.99996347 +0 49 19.1 EA1224;UTM 18 - 3,817,980.869 263,432.929 MT 1.00028987 -1 27 31.6 EA1224 EA1224! - Elev Factor x Scale Factor = Combined Factor EA1224!SPC NC - 1.00000343 x 0.99996347 = 0.99996690 EA1224!UTM 18 - 1.00000343 x 1.00028987 = 1.00029330 EA1224 EA1224 SUPERSEDED SURVEY CONTROL EA1224 EA1224 NGVD 29 (01/20/88) 15.75 (m) 51.7 (f) LEVELING 3 EA1224 EA1224.Superseded values are not recommended for survey control. EA1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1224.See file dsdata.txt to determine how the superseded data were derived. EA1224 EA1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6343317981(NAD 83) EA1224_MARKER: DZ = AZIMUTH MARK DISK EA1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1224_SP_SET: CONCRETE POST EA1224_STAMPING: PENDER 1932 1970 EA1224_MARK LOGO: NGS EA1224_PROJECTION: RECESSED 5 CENTIMETERS EA1224_MAGNETIC: O = OTHER; SEE DESCRIPTION EA1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1224+STABILITY: SURFACE MOTION EA1224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1224+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1999 EA1224 EA1224 HISTORY - Date Condition Report By EA1224 HISTORY - 1970 MONUMENTED NGS EA1224 HISTORY - 1979 GOOD NCGS EA1224 HISTORY - 19990803 SEE DESCRIPTION NCGS EA1224 EA1224 STATION DESCRIPTION EA1224 EA1224'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 EA1224'1.8 MI SW FROM HOLLY RIDGE. EA1224'1.8 MILES SOUTHWEST ALONG U.S. 17 FROM INTERSECTION WITH N.C. 50 EA1224'IN HOLLY RIDGE, IN SOUTHEAST SHOULDER OF HIGHWAY, AT COUNTY LINE EA1224'BRANCH WITH BOX CULVERT CROSSING UNDER HIGHWAY, 4.8 FEET SOUTHEAST EA1224'OF EDGE OF PAVEMENT, 26.0 FEET SOUTHWEST OF COUNTY LINE POST, 7.0 EA1224'FEET NORTHWEST OF NORTHWEST SIDE OF HEADWALL AND 54.9 FEET EA1224'SOUTHWEST OF WASHINGTONS SOUTHERN TOUR SIGN. EA1224'THE MARK IS 1 FT BELOW HIGHWAY. EA1224 EA1224 STATION RECOVERY (1999) EA1224 EA1224'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH) EA1224'NOT FOUND PROBABLY LOST. AREA HAS BEEN DISTURBED IN CONSTRUCTION OF EA1224'NEW BOX CULVERT UNDER US 17---PROBABLY DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1979 *********************************************************************** EB1979 DESIGNATION - PENDERLEA EB1979 PID - EB1979 EB1979 STATE/COUNTY- NC/PENDER EB1979 USGS QUAD - WALLACE WEST (1984) EB1979 EB1979 *CURRENT SURVEY CONTROL EB1979 ___________________________________________________________________ EB1979* NAD 83(1986)- 34 39 31.97629(N) 078 03 00.35299(W) ADJUSTED EB1979* NAVD 88 - 20.1 (meters) 66. (feet) VERTCON EB1979 ___________________________________________________________________ EB1979 LAPLACE CORR- -3.97 (seconds) DEFLEC99 EB1979 GEOID HEIGHT- -36.05 (meters) GEOID03 EB1979 EB1979 HORZ ORDER - SECOND EB1979 EB1979.The North Carolina HARNS have been completed but, EB1979.due to contractual restrictions, coordinates for these stations EB1979.will NOT be published in the near future. In the interim, the EB1979.published coordinates in North Carolina will not be EB1979.consistent with the Continuously Operating Reference Stations EB1979.(CORS). The HARN coordinates for these stations are available EB1979.upon request. Contact Gary Thompson(919-733-3836). EB1979. EB1979.In addition, the published North Carolina positions EB1979.(NAD 83 (1986)) are NOT consistent with those determined in EB1979.adjacent state readjustments. The discontinuity between stations EB1979.located in North Carolina and those in adjacent states EB1979.which have been adjusted to the HARN may be as much as 5 EB1979.decimeters. This will result in a significant loss of accuracy EB1979.over lines crossing such state borders. EB1979 EB1979 EB1979.The horizontal coordinates were established by classical geodetic methods EB1979.and adjusted by the National Geodetic Survey in July 1986. EB1979 EB1979.The NAVD 88 height was computed by applying the VERTCON shift value to EB1979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB1979 EB1979.The Laplace correction was computed from DEFLEC99 derived deflections. EB1979 EB1979.The geoid height was determined by GEOID03. EB1979 EB1979; North East Units Scale Factor Converg. EB1979;SPC NC - 101,240.213 696,666.562 MT 0.99992575 +0 32 53.7 EB1979;SPC NC - 332,152.27 2,285,646.88 sFT 0.99992575 +0 32 53.7 EB1979;UTM 17 - 3,839,175.201 770,338.278 MT 1.00050088 +1 40 42.9 EB1979;UTM 18 - 3,839,448.961 220,476.401 MT 1.00056315 -1 44 08.5 EB1979 EB1979! - Elev Factor x Scale Factor = Combined Factor EB1979!SPC NC - 1.00000250 x 0.99992575 = 0.99992825 EB1979!UTM 17 - 1.00000250 x 1.00050088 = 1.00050338 EB1979!UTM 18 - 1.00000250 x 1.00056315 = 1.00056565 EB1979 EB1979: Primary Azimuth Mark Grid Az EB1979:SPC NC - 221 JJS 237 31 53.0 EB1979:UTM 17 - 221 JJS 236 24 03.8 EB1979:UTM 18 - 221 JJS 239 48 55.2 EB1979 EB1979|---------------------------------------------------------------------| EB1979| PID Reference Object Distance Geod. Az | EB1979| dddmmss.s | EB1979| EB1978 221 JJS 452.296 METERS 2380446.7 | EB1979|---------------------------------------------------------------------| EB1979 EB1979 SUPERSEDED SURVEY CONTROL EB1979 EB1979 NAD 27 - 34 39 31.36848(N) 078 03 01.39322(W) AD( ) 2 EB1979 NGVD 29 (07/19/86) 20.4 (m) 67. (f) VERT ANG EB1979 EB1979.Superseded values are not recommended for survey control. EB1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1979.See file dsdata.txt to determine how the superseded data were derived. EB1979 EB1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU7033839175(NAD 83) EB1979_MARKER: DE = TRAVERSE STATION DISK EB1979_SETTING: 0 = UNSPECIFIED SETTING EB1979_STAMPING: PENDERLEA 1973 EB1979_MARK LOGO: NCGS EB1979_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EB1979 EB1979 HISTORY - Date Condition Report By EB1979 HISTORY - 1973 MONUMENTED NCGS EB1979 EB1979 STATION DESCRIPTION EB1979 EB1979'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB1979'PENDERLEA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB1979'THE VICINITY OF PENDERLEA, NORTH CAROLINA. EB1979' EB1979'PENDERLA IS LOCATED APPROXIMATELY IN PENDERLEA, AND 4.5 MILES WSW EB1979'OF WILLARD. STATION IS LOCATED NEAR CENTER OF PENDERLEA, EB1979'APPROXIMATELY 150 FEET WEST OF INTERSECTION OF SR 1321 AND SR 1326, EB1979'APPROXIMATELY 300 FEET NW OF PENDERLEA BAPTIST CHURCH AND IN AN EB1979'ISLAND AT SERVICE STATION BY TELEPHONE BOOTH. EB1979' EB1979'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB1979'PENDERLEA 1973, SET IN PRECAST MONUMENT 2 INCHES BELOW THE SURFACE EB1979'OF THE GROUND. EB1979' EB1979'MARK IS EB1979' EB1979'32.9 FEET SSW OF C/L OF SR 1321. EB1979'27.5 FEET SW OF C/L OF SW DRIVE TO PENDERLEA BAPTIST CHURCH. EB1979'7.7 FEET NE OF A PP W/TRANSFORMER W/ALUMINUM REF. TAG. EB1979'84.9 FEET NW OF A 20 INCH PINE W/ALUMINUM REF. TAG. EB1979'74.8 FEET W OF A 19 INCH PINE W/ALUMINUM REF. TAG. EB1979'86.8 FEET SW OF A PP W/ALUMINUM REF. TAG. EB1979'36.1 FEET NE OF NE END OF GAS ISLAND. EB1979'2.2 FEET NNE OF A 3X3 CONCRETE BASE FOR A TELEPHONE BOOTH. EB1979' EB1979'221 JJS IS A USGS BENCH MARK LOCATED 0.3 MILES WEST OF CENTER OF EB1979'PENDERLEA IN THE NW QUADRANT OF THE INTERSECTION OF SR 1321 AND SR EB1979'1328 0.25 MILES WEST OF NCGS STATION PENDERLEA AND 0.75 MILES EAST EB1979'OF NCGS STATION LIFE, 29.2 FEET NNW OF C/L OF SR 1321, 46.5 FEET WSW EB1979'OF C/L OF SR 1328, 22.2 FEET SSW OF SOUTH END OF CULVERT UNDER SR EB1979'1328, AND 16.6 FEET SOUTH OF A 6X6 FENCE POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1967 *********************************************************************** EB1967 DESIGNATION - PENDERLEA MICROWAVE TOWER EB1967 PID - EB1967 EB1967 STATE/COUNTY- NC/PENDER EB1967 USGS QUAD - WALLACE WEST (1984) EB1967 EB1967 *CURRENT SURVEY CONTROL EB1967 ___________________________________________________________________ EB1967* NAD 83(1986)- 34 37 47.13217(N) 078 06 32.22035(W) ADJUSTED EB1967* NAVD 88 - EB1967 ___________________________________________________________________ EB1967 LAPLACE CORR- -4.09 (seconds) DEFLEC99 EB1967 GEOID HEIGHT- -35.92 (meters) GEOID03 EB1967 EB1967 HORZ ORDER - THIRD EB1967 EB1967.The North Carolina HARNS have been completed but, EB1967.due to contractual restrictions, coordinates for these stations EB1967.will NOT be published in the near future. In the interim, the EB1967.published coordinates in North Carolina will not be EB1967.consistent with the Continuously Operating Reference Stations EB1967.(CORS). The HARN coordinates for these stations are available EB1967.upon request. Contact Gary Thompson(919-733-3836). EB1967. EB1967.In addition, the published North Carolina positions EB1967.(NAD 83 (1986)) are NOT consistent with those determined in EB1967.adjacent state readjustments. The discontinuity between stations EB1967.located in North Carolina and those in adjacent states EB1967.which have been adjusted to the HARN may be as much as 5 EB1967.decimeters. This will result in a significant loss of accuracy EB1967.over lines crossing such state borders. EB1967 EB1967 EB1967.The horizontal coordinates were established by classical geodetic methods EB1967.and adjusted by the National Geodetic Survey in July 1986. EB1967 EB1967 EB1967.The Laplace correction was computed from DEFLEC99 derived deflections. EB1967 EB1967.The geoid height was determined by GEOID03. EB1967 EB1967; North East Units Scale Factor Converg. EB1967;SPC NC - 97,959.783 691,301.495 MT 0.99993110 +0 30 51.4 EB1967;SPC NC - 321,389.72 2,268,044.99 sFT 0.99993110 +0 30 51.4 EB1967;UTM 17 - 3,835,787.731 765,036.004 MT 1.00046589 +1 38 37.9 EB1967 EB1967 SUPERSEDED SURVEY CONTROL EB1967 EB1967 NAD 27 - 34 37 46.52226(N) 078 06 33.25188(W) AD( ) 3 EB1967 EB1967.Superseded values are not recommended for survey control. EB1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1967.See file dsdata.txt to determine how the superseded data were derived. EB1967 EB1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6503635788(NAD 83) EB1967_MARKER: 45 = MICROWAVE TOWER EB1967 EB1967 HISTORY - Date Condition Report By EB1967 HISTORY - 1973 FIRST OBSERVED NCGS EB1967 EB1967 STATION DESCRIPTION EB1967 EB1967'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB1967'PENDERLEA MICROWAVE TOWER IS A N. C. GEODETIC SURVEY INTERSECTION EB1967'STATION ESTABLISHED IN THE VICINITY OF PENDERLEA. EB1967' EB1967'PENDERLEA MICROWAVE TOWER IS LOCATED APPROXIMATELY 3.9 MILES SW OF EB1967'PENDERLEA, AND 7.8 MILES NNE OF ATKINSON. TO REACH STATION FROM EB1967'INTERSECTION OF US 421 AND SR 1321 (LEADING EAST TO PENDERLEA), EB1967'PROCEED SOUTH ALONG US 421 FOR 0.4 MILES TO DRIVE ON LEFT, THENCE EB1967'EAST FOR APPROXIMATELY 200 FEET TO TOWER. TOWER IS TRIANGULAR IN EB1967'SHAPE, RED AND WHITE IN COLOR, AND APPROXIMATELY 300 FEET IN EB1967'HEIGHT. EB1967' EB1967'POINT INTERSECTED WAS RED LIGHT ON TOP. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1071 *********************************************************************** EA1071 DESIGNATION - PENDU EA1071 PID - EA1071 EA1071 STATE/COUNTY- NC/PENDER EA1071 USGS QUAD - PIN HOOK (1981) EA1071 EA1071 *CURRENT SURVEY CONTROL EA1071 ___________________________________________________________________ EA1071* NAD 83(1986)- 34 43 13.67206(N) 077 45 42.70883(W) ADJUSTED EA1071* NAVD 88 - 12.511 (meters) 41.05 (feet) ADJUSTED EA1071 ___________________________________________________________________ EA1071 LAPLACE CORR- -3.17 (seconds) DEFLEC99 EA1071 GEOID HEIGHT- -36.67 (meters) GEOID03 EA1071 DYNAMIC HT - 12.499 (meters) 41.01 (feet) COMP EA1071 MODELED GRAV- 979,678.2 (mgal) NAVD 88 EA1071 EA1071 HORZ ORDER - SECOND EA1071 VERT ORDER - SECOND CLASS II EA1071 EA1071.The North Carolina HARNS have been completed but, EA1071.due to contractual restrictions, coordinates for these stations EA1071.will NOT be published in the near future. In the interim, the EA1071.published coordinates in North Carolina will not be EA1071.consistent with the Continuously Operating Reference Stations EA1071.(CORS). The HARN coordinates for these stations are available EA1071.upon request. Contact Gary Thompson(919-733-3836). EA1071. EA1071.In addition, the published North Carolina positions EA1071.(NAD 83 (1986)) are NOT consistent with those determined in EA1071.adjacent state readjustments. The discontinuity between stations EA1071.located in North Carolina and those in adjacent states EA1071.which have been adjusted to the HARN may be as much as 5 EA1071.decimeters. This will result in a significant loss of accuracy EA1071.over lines crossing such state borders. EA1071 EA1071 EA1071.The horizontal coordinates were established by classical geodetic methods EA1071.and adjusted by the National Geodetic Survey in July 1986. EA1071 EA1071.The orthometric height was determined by differential leveling EA1071.and adjusted by the National Geodetic Survey in June 1991. EA1071 EA1071.The Laplace correction was computed from DEFLEC99 derived deflections. EA1071 EA1071.The geoid height was determined by GEOID03. EA1071 EA1071.The dynamic height is computed by dividing the NAVD 88 EA1071.geopotential number by the normal gravity value computed on the EA1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1071.degrees latitude (g = 980.6199 gals.). EA1071 EA1071.The modeled gravity was interpolated from observed gravity values. EA1071 EA1071; North East Units Scale Factor Converg. EA1071;SPC NC - 108,361.899 722,998.916 MT 0.99991529 +0 42 52.6 EA1071;SPC NC - 355,517.33 2,372,038.94 sFT 0.99991529 +0 42 52.6 EA1071;UTM 18 - 3,845,517.876 247,086.629 MT 1.00038847 -1 34 26.1 EA1071 EA1071! - Elev Factor x Scale Factor = Combined Factor EA1071!SPC NC - 1.00000379 x 0.99991529 = 0.99991908 EA1071!UTM 18 - 1.00000379 x 1.00038847 = 1.00039226 EA1071 EA1071: Primary Azimuth Mark Grid Az EA1071:SPC NC - PROPANE 146 26 31.2 EA1071:UTM 18 - PROPANE 148 43 49.9 EA1071 EA1071|---------------------------------------------------------------------| EA1071| PID Reference Object Distance Geod. Az | EA1071| dddmmss.s | EA1071| EA1072 PROPANE APPROX. 0.6 KM 1470923.8 | EA1071| EA1122 CURVE 323.004 METERS 34805 | EA1071|---------------------------------------------------------------------| EA1071 EA1071 SUPERSEDED SURVEY CONTROL EA1071 EA1071 NAD 27 - 34 43 13.06893(N) 077 45 43.78620(W) AD( ) 2 EA1071 NGVD 29 (??/??/92) 12.811 (m) 42.03 (f) ADJ UNCH 2 2 EA1071 EA1071.Superseded values are not recommended for survey control. EA1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1071.See file dsdata.txt to determine how the superseded data were derived. EA1071 EA1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4708745518(NAD 83) EA1071_MARKER: DD = SURVEY DISK EA1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1071_STAMPING: PENDU 1974 EA1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1071+STABILITY: SURFACE MOTION EA1071 EA1071 HISTORY - Date Condition Report By EA1071 HISTORY - 1974 MONUMENTED NCGS EA1071 HISTORY - 1975 GOOD NCGS EA1071 EA1071 STATION DESCRIPTION EA1071 EA1071'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA1071'PENDU IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA1071'THE VICINITY OF BURGAW, NORTH CAROLINA. EA1071' EA1071'PENDU IS LOCATED APPROXIMATELY 14.9 MILES NE OF BURGAW, AND 5.5 EA1071'MILES NW OF MAPLE HILL. TO REACH STATION FROM INTERSECTION OF NC EA1071'50 WITH NC 53 NW OF MAPLE HILL, PROCEED NE ALONG NC 50 FOR 4.8 EA1071'MILES TO STATION ON RIGHT IN EAST SHOULDER AT PENDER DUPLIN COUNTY EA1071'LINE. EA1071' EA1071'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1071'PENDU 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EA1071'IS 6 INCHES BELOW THE GROUND. EA1071' EA1071'MARK IS 13.7 FT E OF C/L NC 50 EA1071' EA1071'4.6 FT S OF AN ENTER DUPLIN COUNTY SIGN POST WITH ALUMINUM REF. TAG EA1071' EA1071'29.9 FT E OF AN ENTER PENDER COUNTY SIGN POST WITH ALUMINUM EA1071'REF. TAG EA1071' EA1071'18.6 FT W OF 5 IN POPLAR TREE WITH ALUMINUM REF. TAG EA1071' EA1071'24.3 FT NW OF 6 IN PINE TREE WITH ALUMINUM REF. TAG EA1071' EA1071'90.7 FT NE OF PP WITH ALUMINUM REF. TAG EA1071 EA1071 STATION RECOVERY (1975) EA1071 EA1071'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA1071'5.5 MI NW FROM MAPLE HILL. EA1071'TO REACH STATION FROM INTERSECTION OF NC 50 WITH NC 53 NW OF MAPLE EA1071'HILL, PROCEED NE ALONG NC 50 FOR 4.8 MILES TO STATION ON RIGHT IN EAST EA1071'SHOULDER AT PENDER-DUPLIN COUNTY LINE. 13.7 FT. EAST OF C/L OF NC 50, EA1071'4.6 FT. SOUTH OF AN ENTER DUPLIN COUNTY SIGN POST WITH ALUMINUM REF. EA1071'TAG, 29.9 FT. EAST OF AN ENTER PENDER COUNTY SIGN POST WITH ALUMINUM EA1071'REF. TAG, 18.6 FT. WEST OF 5 IN. POPLAR WITH ALUMINUM REF. TAG, 24.3 EA1071'FT. NW OF 6 IN. PINE TREE WITH ALUMINUM REF. TAG, AND 90.7 FT. NE OF EA1071'PP WITH ALUMINUM REF. TAG. DISK IS SET IN TOP OF CONCRETE CYLINDER, 6 EA1071'INCHES BELOW THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2001 *********************************************************************** EB2001 DESIGNATION - PEP EB2001 PID - EB2001 EB2001 STATE/COUNTY- NC/PENDER EB2001 USGS QUAD - HARRELLS (1984) EB2001 EB2001 *CURRENT SURVEY CONTROL EB2001 ___________________________________________________________________ EB2001* NAD 83(1986)- 34 39 42.76498(N) 078 08 28.26687(W) ADJUSTED EB2001* NAVD 88 - 24.1 (meters) 79. (feet) VERTCON EB2001 ___________________________________________________________________ EB2001 LAPLACE CORR- -4.34 (seconds) DEFLEC99 EB2001 GEOID HEIGHT- -35.80 (meters) GEOID03 EB2001 EB2001 HORZ ORDER - SECOND EB2001 EB2001.The North Carolina HARNS have been completed but, EB2001.due to contractual restrictions, coordinates for these stations EB2001.will NOT be published in the near future. In the interim, the EB2001.published coordinates in North Carolina will not be EB2001.consistent with the Continuously Operating Reference Stations EB2001.(CORS). The HARN coordinates for these stations are available EB2001.upon request. Contact Gary Thompson(919-733-3836). EB2001. EB2001.In addition, the published North Carolina positions EB2001.(NAD 83 (1986)) are NOT consistent with those determined in EB2001.adjacent state readjustments. The discontinuity between stations EB2001.located in North Carolina and those in adjacent states EB2001.which have been adjusted to the HARN may be as much as 5 EB2001.decimeters. This will result in a significant loss of accuracy EB2001.over lines crossing such state borders. EB2001 EB2001 EB2001.The horizontal coordinates were established by classical geodetic methods EB2001.and adjusted by the National Geodetic Survey in July 1986. EB2001 EB2001.The NAVD 88 height was computed by applying the VERTCON shift value to EB2001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2001 EB2001.The Laplace correction was computed from DEFLEC99 derived deflections. EB2001 EB2001.The geoid height was determined by GEOID03. EB2001 EB2001; North East Units Scale Factor Converg. EB2001;SPC NC - 101,496.572 688,315.109 MT 0.99992522 +0 29 44.5 EB2001;SPC NC - 332,993.34 2,258,247.15 sFT 0.99992522 +0 29 44.5 EB2001;UTM 17 - 3,839,266.754 761,978.816 MT 1.00044602 +1 37 36.6 EB2001 EB2001! - Elev Factor x Scale Factor = Combined Factor EB2001!SPC NC - 1.00000183 x 0.99992522 = 0.99992705 EB2001!UTM 17 - 1.00000183 x 1.00044602 = 1.00044785 EB2001 EB2001: Primary Azimuth Mark Grid Az EB2001:SPC NC - HIGH 327 55 41.2 EB2001:UTM 17 - HIGH 326 47 49.1 EB2001 EB2001|---------------------------------------------------------------------| EB2001| PID Reference Object Distance Geod. Az | EB2001| dddmmss.s | EB2001| EB2000 HIGH APPROX. 1.0 KM 3282525.7 | EB2001|---------------------------------------------------------------------| EB2001 EB2001 SUPERSEDED SURVEY CONTROL EB2001 EB2001 NAD 27 - 34 39 42.15226(N) 078 08 29.29464(W) AD( ) 2 EB2001 NGVD 29 (07/19/86) 24.4 (m) 80. (f) VERT ANG EB2001 EB2001.Superseded values are not recommended for survey control. EB2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2001.See file dsdata.txt to determine how the superseded data were derived. EB2001 EB2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6197939267(NAD 83) EB2001_MARKER: DE = TRAVERSE STATION DISK EB2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2001_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2001_STAMPING: PEP 1973 EB2001_MARK LOGO: NCGS EB2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2001+STABILITY: SURFACE MOTION EB2001 EB2001 HISTORY - Date Condition Report By EB2001 HISTORY - 1973 MONUMENTED NCGS EB2001 EB2001 STATION DESCRIPTION EB2001 EB2001'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB2001'PEP IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2001'VICINITY OF PENDERLEA, NORTH CAROLINA. EB2001' EB2001'PEP IS LOCATED APPROXIMATELY 5.1 MILES WEST OF PENDERLEA, AND 5.8 EB2001'MILES SE OF HARRELLS. TO REACH STATION FROM INTERSECTION OF US 421 EB2001'WITH THE PENDER-SAMPSON COUNTY LINE WNW OF PENDERLEA, PROCEED SE ON EB2001'US 421 FOR 1.45 MILES TO STATION ON THE RIGHT SHOULDER, AND IN A EB2001'BANKED CURVE, AND 0,05 MILES SE OF INTERSECTION WITH SR 1211. EB2001' EB2001'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED PEP EB2001'1973, SET IN THE TOP OF CONCRETE CYLINDER, SET 7 INCHES BELOW THE EB2001'SURFACE OF THE GROUND. EB2001' EB2001'MARK IS EB2001' EB2001'23.5 FEET SW OF C/L OF US 421. EB2001'95.4 FEET NW OF C/L OF DRIVE TO BRICK HOUSE. EB2001'17.0 FEET NW OF THE SW PROJECTION OF DRIVEWAY (NE). EB2001'27.5 FEET NE OF 8 INCH PINE W/ALUMINUM REF. TAG. EB2001'35.0 FEET E OF 4 INCH OAK W/ALUMINUM REF. TAG. EB2001'54.6 FEET ESE OF PEP SI BILLBOARD SIGN (EAST LEG WITH METAL EB2001'BASE). 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0905 *********************************************************************** EA0905 DESIGNATION - PEPSI EA0905 PID - EA0905 EA0905 STATE/COUNTY- NC/PENDER EA0905 USGS QUAD - BURGAW (1988) EA0905 EA0905 *CURRENT SURVEY CONTROL EA0905 ___________________________________________________________________ EA0905* NAD 83(1986)- 34 31 32.05672(N) 077 54 21.61724(W) ADJUSTED EA0905* NAVD 88 - 15.845 (meters) 51.98 (feet) ADJUSTED EA0905 ___________________________________________________________________ EA0905 LAPLACE CORR- -4.13 (seconds) DEFLEC99 EA0905 GEOID HEIGHT- -36.45 (meters) GEOID03 EA0905 DYNAMIC HT - 15.830 (meters) 51.94 (feet) COMP EA0905 MODELED GRAV- 979,677.1 (mgal) NAVD 88 EA0905 EA0905 HORZ ORDER - SECOND EA0905 VERT ORDER - SECOND CLASS II EA0905 EA0905.The North Carolina HARNS have been completed but, EA0905.due to contractual restrictions, coordinates for these stations EA0905.will NOT be published in the near future. In the interim, the EA0905.published coordinates in North Carolina will not be EA0905.consistent with the Continuously Operating Reference Stations EA0905.(CORS). The HARN coordinates for these stations are available EA0905.upon request. Contact Gary Thompson(919-733-3836). EA0905. EA0905.In addition, the published North Carolina positions EA0905.(NAD 83 (1986)) are NOT consistent with those determined in EA0905.adjacent state readjustments. The discontinuity between stations EA0905.located in North Carolina and those in adjacent states EA0905.which have been adjusted to the HARN may be as much as 5 EA0905.decimeters. This will result in a significant loss of accuracy EA0905.over lines crossing such state borders. EA0905 EA0905 EA0905.The horizontal coordinates were established by classical geodetic methods EA0905.and adjusted by the National Geodetic Survey in July 1986. EA0905 EA0905.The orthometric height was determined by differential leveling EA0905.and adjusted by the National Geodetic Survey in June 1991. EA0905 EA0905.The Laplace correction was computed from DEFLEC99 derived deflections. EA0905 EA0905.The geoid height was determined by GEOID03. EA0905 EA0905.The dynamic height is computed by dividing the NAVD 88 EA0905.geopotential number by the normal gravity value computed on the EA0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0905.degrees latitude (g = 980.6199 gals.). EA0905 EA0905.The modeled gravity was interpolated from observed gravity values. EA0905 EA0905; North East Units Scale Factor Converg. EA0905;SPC NC - 86,589.377 710,036.208 MT 0.99995231 +0 37 53.1 EA0905;SPC NC - 284,085.31 2,329,510.46 sFT 0.99995231 +0 37 53.1 EA0905;UTM 18 - 3,824,268.653 233,259.600 MT 1.00047709 -1 38 52.9 EA0905 EA0905! - Elev Factor x Scale Factor = Combined Factor EA0905!SPC NC - 1.00000323 x 0.99995231 = 0.99995554 EA0905!UTM 18 - 1.00000323 x 1.00047709 = 1.00048033 EA0905 EA0905: Primary Azimuth Mark Grid Az EA0905:SPC NC - HELENA 170 52 44.0 EA0905:UTM 18 - HELENA 173 09 30.0 EA0905 EA0905|---------------------------------------------------------------------| EA0905| PID Reference Object Distance Geod. Az | EA0905| dddmmss.s | EA0905| EA2957 BURGAW CABLE TV ANTENNA APPROX. 1.0 KM 1492403.7 | EA0905| EA0904 HELENA APPROX. 0.8 KM 1713037.1 | EA0905| EA2958 BURGAW RAD WPGF AM FM ANTENNA APPROX. 1.0 KM 3522214.9 | EA0905|---------------------------------------------------------------------| EA0905 EA0905 SUPERSEDED SURVEY CONTROL EA0905 EA0905 NAD 27 - 34 31 31.45985(N) 077 54 22.65630(W) AD( ) 2 EA0905 NGVD 29 (??/??/92) 16.136 (m) 52.94 (f) ADJ UNCH 2 2 EA0905 EA0905.Superseded values are not recommended for survey control. EA0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0905.See file dsdata.txt to determine how the superseded data were derived. EA0905 EA0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3326024269(NAD 83) EA0905_MARKER: DD = SURVEY DISK EA0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0905_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0905_STAMPING: PEPSI 1968 EA0905 EA0905 HISTORY - Date Condition Report By EA0905 HISTORY - 1968 MONUMENTED NCGS EA0905 HISTORY - 1975 GOOD NCGS EA0905 EA0905 STATION DESCRIPTION EA0905 EA0905'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0905'PEPSI IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA0905'IN THE VICINITY OF BURGAW, NORTH CAROLINA. EA0905' EA0905'PEPSI IS LOCATED APPROXIMATELY 2.0 MILES SOUTHEAST OF THE EA0905'CENTER OF BURGAW. TO REACH STATION PROCEED FROM THE EA0905'INTERSECTION OF U.S. 117 BUSINESS AND BYPASS ON SE SIDE OF EA0905'BURGAW, GO SOUTH ON U.S. 117 FOR 1.1 MILE TO STATION. WHICH IS EA0905'ON THE WEST SIDE OF U.S. 117 BETWEEN PP 652 AND HIGHWAY, AND EA0905'0.5 MILE NORTH OF INTERSECTION OF SR 1414 WITH U.S. 117 ON S EA0905'SIDE OF FIELD DITCH LINE. EA0905' EA0905'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0905'PEPSI 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EA0905'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EA0905' EA0905'MARK IS EA0905' EA0905'72.2 FT W OF C/L OF U.S. 117 EA0905' EA0905'38.3 FT W OF W END OF CULVERT UNDER U.S. 117 EA0905' EA0905'4.9 FT E OF PP 652 ON W SIDE OF U.S. 117, AND WITH ALUMINUM EA0905'REF. TAG EA0905' EA0905'13.0 FT SE OF EASTERNMOST POST OF PEPSI SIGN, AND WITH EA0905'ALUMINUM REF. TAG EA0905' EA0905'93.1 FT SW OF C/L OF INTERSECTION OF DRIVEWAY TO ONE STORY EA0905'BRICK HOUSE WITH U.S. 117 EA0905 EA0905 STATION RECOVERY (1975) EA0905 EA0905'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0905'2.0 MI SSE FROM BURGAW. EA0905'TO REACH STATION FROM THE INTERSECTION OF US 117 BUSINESS AND BYPASS EA0905'ON SOUTHEAST SIDE OF BURGAW, PROCEED SOUTH ON US 117 FOR 1.1 MILES TO EA0905'STATION ON THE RIGHT BETWEEN PP NO. 652 AND HIGHWAY AND ON SOUTH SIDE EA0905'OF A FIELD DITCH, AND 0.6 MILE NORTH OF SR 1414 CROSSROADS. 72.2 FT. EA0905'W OF C/L OF US 117, 93.1 FT. SW OF C/L OF INTERSECTION OF DRIVEWAY TO EA0905'ONE STORY BRICK HOUSE WITH US 117, 38.3 FT. W OF W END OF CULVERT EA0905'UNDER HIGHWAY, 4.9 FT. E OF PP NO. 652 WITH ALUMINUM REF. TAG AND 28.6 EA0905'FT. W OF WARNING - UNDERGROUND CABLE SIGN ON W SIDE OF US 117 WITH EA0905'ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER, 3 INCHES BELOW EA0905'THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1965 *********************************************************************** EB1965 DESIGNATION - PETE EB1965 PID - EB1965 EB1965 STATE/COUNTY- NC/PENDER EB1965 USGS QUAD - WALLACE WEST (1984) EB1965 EB1965 *CURRENT SURVEY CONTROL EB1965 ___________________________________________________________________ EB1965* NAD 83(1986)- 34 38 46.18230(N) 078 06 52.36197(W) ADJUSTED EB1965* NAVD 88 - 17.8 (meters) 58. (feet) VERTCON EB1965 ___________________________________________________________________ EB1965 LAPLACE CORR- -4.17 (seconds) DEFLEC99 EB1965 GEOID HEIGHT- -35.89 (meters) GEOID03 EB1965 EB1965 HORZ ORDER - SECOND EB1965 EB1965.The North Carolina HARNS have been completed but, EB1965.due to contractual restrictions, coordinates for these stations EB1965.will NOT be published in the near future. In the interim, the EB1965.published coordinates in North Carolina will not be EB1965.consistent with the Continuously Operating Reference Stations EB1965.(CORS). The HARN coordinates for these stations are available EB1965.upon request. Contact Gary Thompson(919-733-3836). EB1965. EB1965.In addition, the published North Carolina positions EB1965.(NAD 83 (1986)) are NOT consistent with those determined in EB1965.adjacent state readjustments. The discontinuity between stations EB1965.located in North Carolina and those in adjacent states EB1965.which have been adjusted to the HARN may be as much as 5 EB1965.decimeters. This will result in a significant loss of accuracy EB1965.over lines crossing such state borders. EB1965 EB1965 EB1965.The horizontal coordinates were established by classical geodetic methods EB1965.and adjusted by the National Geodetic Survey in July 1986. EB1965 EB1965.The NAVD 88 height was computed by applying the VERTCON shift value to EB1965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB1965 EB1965.The Laplace correction was computed from DEFLEC99 derived deflections. EB1965 EB1965.The geoid height was determined by GEOID03. EB1965 EB1965; North East Units Scale Factor Converg. EB1965;SPC NC - 99,774.621 690,772.284 MT 0.99992806 +0 30 39.8 EB1965;SPC NC - 327,343.90 2,266,308.74 sFT 0.99992806 +0 30 39.8 EB1965;UTM 17 - 3,837,592.745 764,470.806 MT 1.00046220 +1 38 28.9 EB1965 EB1965! - Elev Factor x Scale Factor = Combined Factor EB1965!SPC NC - 1.00000283 x 0.99992806 = 0.99993089 EB1965!UTM 17 - 1.00000283 x 1.00046220 = 1.00046503 EB1965 EB1965: Primary Azimuth Mark Grid Az EB1965:SPC NC - CREEK 310 44 18.3 EB1965:UTM 17 - CREEK 309 36 29.2 EB1965 EB1965|---------------------------------------------------------------------| EB1965| PID Reference Object Distance Geod. Az | EB1965| dddmmss.s | EB1965| EB1969 DON 268.631 METERS 13621 | EB1965| EB1964 CREEK APPROX. 0.6 KM 3111458.1 | EB1965|---------------------------------------------------------------------| EB1965 EB1965 SUPERSEDED SURVEY CONTROL EB1965 EB1965 NAD 27 - 34 38 45.57172(N) 078 06 53.39275(W) AD( ) 2 EB1965 NGVD 29 (07/19/86) 18.1 (m) 59. (f) VERT ANG EB1965 EB1965.Superseded values are not recommended for survey control. EB1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1965.See file dsdata.txt to determine how the superseded data were derived. EB1965 EB1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6447137593(NAD 83) EB1965_MARKER: DE = TRAVERSE STATION DISK EB1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1965_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB1965_STAMPING: PETE 1973 EB1965_MARK LOGO: NCGS EB1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1965+STABILITY: SURFACE MOTION EB1965 EB1965 HISTORY - Date Condition Report By EB1965 HISTORY - 1973 MONUMENTED NCGS EB1965 EB1965 STATION DESCRIPTION EB1965 EB1965'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB1965'PETE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB1965'VICINITY OF PENDERLEA, NORTH CAROLINA. EB1965' EB1965'PETE IS LOCATED APPROXIMATELY 3.8 MILES WSW OF PENDERLEA, AND 7.6 EB1965'MILES SE OF HARRELLS. TO REACH STATION FROM INTERSECTION OF US 421 EB1965'WITH PENDER-SAMPSON COUNTY LINE WNW OF PENDERLEA, PROCEED SE ALONG EB1965'US 421 FOR 3.35 MILES TO STATION ON RIGHT SHOULDER, 0.25 MILES OF EB1965'INTERSECTION WITH SR 1300 AND MOORES CREEK, AND ON THE EB1965'PROJECTION OF THE NORTH EDGE OF DRIVEWAY TO BRICK HOME. EB1965' EB1965'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED PETE EB1965'1973, SET IN THE TOP OF A CONCRETE CYLINDER, SET 6 INCHES BELOW THE EB1965'SURFACE OF THE GROUND. EB1965' EB1965'MARK IS EB1965' EB1965'28.7 FEET SW OF C/L OF US 421. EB1965'8.4 FEET NW OF C/L OF FIELD ROAD. EB1965'6.6 FEET E OF THE NORTH END OF A 16 INCH CULVERT UNDER FIELD ROAD. EB1965'85.4 FEET ESE OF 8 INCH GUM W/ALUMINUM REF. TAG. EB1965'62.9 FEET E OF 3 INCH GUM W/ALUMINUM REF. TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0868 *********************************************************************** EA0868 DESIGNATION - PICNIC EA0868 PID - EA0868 EA0868 STATE/COUNTY- NC/PENDER EA0868 USGS QUAD - ROCKY POINT (1988) EA0868 EA0868 *CURRENT SURVEY CONTROL EA0868 ___________________________________________________________________ EA0868* NAD 83(1986)- 34 28 56.89648(N) 077 53 26.74736(W) ADJUSTED EA0868* NAVD 88 - 17.100 (meters) 56.10 (feet) ADJUSTED EA0868 ___________________________________________________________________ EA0868 LAPLACE CORR- -4.17 (seconds) DEFLEC99 EA0868 GEOID HEIGHT- -36.49 (meters) GEOID03 EA0868 DYNAMIC HT - 17.084 (meters) 56.05 (feet) COMP EA0868 MODELED GRAV- 979,679.6 (mgal) NAVD 88 EA0868 EA0868 HORZ ORDER - SECOND EA0868 VERT ORDER - SECOND CLASS II EA0868 EA0868.The North Carolina HARNS have been completed but, EA0868.due to contractual restrictions, coordinates for these stations EA0868.will NOT be published in the near future. In the interim, the EA0868.published coordinates in North Carolina will not be EA0868.consistent with the Continuously Operating Reference Stations EA0868.(CORS). The HARN coordinates for these stations are available EA0868.upon request. Contact Gary Thompson(919-733-3836). EA0868. EA0868.In addition, the published North Carolina positions EA0868.(NAD 83 (1986)) are NOT consistent with those determined in EA0868.adjacent state readjustments. The discontinuity between stations EA0868.located in North Carolina and those in adjacent states EA0868.which have been adjusted to the HARN may be as much as 5 EA0868.decimeters. This will result in a significant loss of accuracy EA0868.over lines crossing such state borders. EA0868 EA0868 EA0868.The horizontal coordinates were established by classical geodetic methods EA0868.and adjusted by the National Geodetic Survey in July 1986. EA0868 EA0868.The orthometric height was determined by differential leveling EA0868.and adjusted by the National Geodetic Survey in June 1991. EA0868 EA0868.The Laplace correction was computed from DEFLEC99 derived deflections. EA0868 EA0868.The geoid height was determined by GEOID03. EA0868 EA0868.The dynamic height is computed by dividing the NAVD 88 EA0868.geopotential number by the normal gravity value computed on the EA0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0868.degrees latitude (g = 980.6199 gals.). EA0868 EA0868.The modeled gravity was interpolated from observed gravity values. EA0868 EA0868; North East Units Scale Factor Converg. EA0868;SPC NC - 81,824.252 711,488.840 MT 0.99996203 +0 38 24.8 EA0868;SPC NC - 268,451.73 2,334,276.30 sFT 0.99996203 +0 38 24.8 EA0868;UTM 18 - 3,819,447.055 234,522.278 MT 1.00046881 -1 38 15.3 EA0868 EA0868! - Elev Factor x Scale Factor = Combined Factor EA0868!SPC NC - 1.00000304 x 0.99996203 = 0.99996507 EA0868!UTM 18 - 1.00000304 x 1.00046881 = 1.00047186 EA0868 EA0868: Primary Azimuth Mark Grid Az EA0868:SPC NC - MOSELEY 159 29 25.3 EA0868:UTM 18 - MOSELEY 161 46 05.4 EA0868 EA0868|---------------------------------------------------------------------| EA0868| PID Reference Object Distance Geod. Az | EA0868| dddmmss.s | EA0868| EA0867 MOSELEY APPROX. 0.9 KM 1600750.1 | EA0868|---------------------------------------------------------------------| EA0868 EA0868 SUPERSEDED SURVEY CONTROL EA0868 EA0868 NAD 27 - 34 28 56.29688(N) 077 53 27.78883(W) AD( ) 2 EA0868 NGVD 29 (??/??/92) 17.392 (m) 57.06 (f) ADJ UNCH 2 2 EA0868 EA0868.Superseded values are not recommended for survey control. EA0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0868.See file dsdata.txt to determine how the superseded data were derived. EA0868 EA0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3452219447(NAD 83) EA0868_MARKER: DD = SURVEY DISK EA0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0868_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0868_STAMPING: PICNIC 1968 EA0868 EA0868 HISTORY - Date Condition Report By EA0868 HISTORY - 1968 MONUMENTED NCGS EA0868 HISTORY - 1975 GOOD NCGS EA0868 HISTORY - 20040619 MARK NOT FOUND USPSQD EA0868 EA0868 STATION DESCRIPTION EA0868 EA0868'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0868'PICNIC IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA0868'IN THE VICINITY OF BURGAW, NORTH CAROLINA. EA0868' EA0868'PICNIC IS LOCATED APPROXIMATELY 5.2 MILES SOUTHEAST OF THE EA0868'CENTER OF BURGAW. TO REACH STATION PROCEED FROM THE INTERSECTION EA0868'OF NC 210 WITH U.S. 117, GO NORTH ON U.S. 117 FOR 3.0 MILES TO EA0868'PICNIC AREA AND STATION. WHICH IS ON THE EAST SHOULDER OF EA0868'U.S. 117 AT THE SOUTH SIDE OF PICNIC AREA AND 1.1 MILE SOUTH OF EA0868'INTERSECTION OF SR 1515 WITH U.S. 117. EA0868' EA0868'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EA0868'PICNIC 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA0868'WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND. EA0868' EA0868'MARK IS EA0868' EA0868'21.5 FT ENE OF C/L OF U.S. 117 EA0868' EA0868'41.7 FT WNW OF S BARRICADE POST FOR OLD ABANDONED ROAD ON EA0868'E SIDE OF U.S 117, AND WITH ALUMINUM REF. TAG EA0868' EA0868'59.0 FT WSW OF PP 78 568 WITH TELEPHONE PEDESTAL ON E EA0868'SIDE OF U.S. 117, AND WITH ALUMINUM REF. TAG EA0868' EA0868'52.7 FT SW OF 12 INCH OAK TREE IN PICNIC AREA ON E SIDE OF EA0868'U.S. 117, AND WITH ALUMINUM REF. TAG EA0868' EA0868'82.7 FT SW OF 4X4 ANCHOR POST FOR TRASH BARREL IN PICNIC AREA, EA0868'AND WITH ALUMINUM REF. TAG EA0868 EA0868 STATION RECOVERY (1975) EA0868 EA0868'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0868'3.2 MI N FROM ROCKY POINT. EA0868'PICNIC IS LOCATED APPROXIMATELY 5.1 MILES SSE OF BURGAW. TO REACH EA0868'STATION FROM THE INTERSECTION OF US 117 WITH NC 210 CROSSROADS IN EA0868'ROCKY POINT, PROCEED NORTH ON US 117 FOR 3.0 MILES TO STATION ON RIGHT EA0868'IN THE EAST SHOULDER OF HIGHWAY AT THE SOUTH SIDE OF PICNIC AREA, AND EA0868'0.3 MILE NORTH OF SR 1411 CROSSROADS. 20.6 FT. ENE OF C/L OF US 117, EA0868'40.7 FT. WNW OF S BARRICADE POST FOR OLD ABANDONED ROAD ON E SIDE OF EA0868'US 117 AND WITH ALUMINUM REF. TAG, 58.2 FT. WSW OF PP NO. 78 WITH EA0868'ALUMINUM REF. TAG AND TELEPHONE PEDESTAL, AND 51.6 FT. SW OF 12 INCH EA0868'OAK WITH ALUMINUM REF. TAG IN PICNIC AREA. DISK IS SET IN CONCRETE EA0868'CYLINDER, 5 INCHES BELOW THE GROUND. EA0868 EA0868 STATION RECOVERY (2004) EA0868 EA0868'RECOVERY NOTE BY US POWER SQUADRON 2004 EA0868'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1976 *********************************************************************** EB1976 DESIGNATION - PIGFORD EB1976 PID - EB1976 EB1976 STATE/COUNTY- NC/PENDER EB1976 USGS QUAD - WALLACE WEST (1984) EB1976 EB1976 *CURRENT SURVEY CONTROL EB1976 ___________________________________________________________________ EB1976* NAD 83(1986)- 34 40 18.28362(N) 078 01 22.68773(W) ADJUSTED EB1976* NAVD 88 - 19.7 (meters) 65. (feet) VERTCON EB1976 ___________________________________________________________________ EB1976 LAPLACE CORR- -3.91 (seconds) DEFLEC99 EB1976 GEOID HEIGHT- -36.10 (meters) GEOID03 EB1976 EB1976 HORZ ORDER - SECOND EB1976 EB1976.The North Carolina HARNS have been completed but, EB1976.due to contractual restrictions, coordinates for these stations EB1976.will NOT be published in the near future. In the interim, the EB1976.published coordinates in North Carolina will not be EB1976.consistent with the Continuously Operating Reference Stations EB1976.(CORS). The HARN coordinates for these stations are available EB1976.upon request. Contact Gary Thompson(919-733-3836). EB1976. EB1976.In addition, the published North Carolina positions EB1976.(NAD 83 (1986)) are NOT consistent with those determined in EB1976.adjacent state readjustments. The discontinuity between stations EB1976.located in North Carolina and those in adjacent states EB1976.which have been adjusted to the HARN may be as much as 5 EB1976.decimeters. This will result in a significant loss of accuracy EB1976.over lines crossing such state borders. EB1976 EB1976 EB1976.The horizontal coordinates were established by classical geodetic methods EB1976.and adjusted by the National Geodetic Survey in July 1986. EB1976 EB1976.The NAVD 88 height was computed by applying the VERTCON shift value to EB1976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB1976 EB1976.The Laplace correction was computed from DEFLEC99 derived deflections. EB1976 EB1976.The geoid height was determined by GEOID03. EB1976 EB1976; North East Units Scale Factor Converg. EB1976;SPC NC - 102,691.136 699,139.029 MT 0.99992347 +0 33 50.1 EB1976;SPC NC - 336,912.50 2,293,758.63 sFT 0.99992347 +0 33 50.1 EB1976;UTM 17 - 3,840,675.500 772,783.066 MT 1.00051725 +1 41 40.6 EB1976;UTM 18 - 3,840,801.034 223,006.328 MT 1.00054579 -1 43 14.8 EB1976 EB1976! - Elev Factor x Scale Factor = Combined Factor EB1976!SPC NC - 1.00000257 x 0.99992347 = 0.99992604 EB1976!UTM 17 - 1.00000257 x 1.00051725 = 1.00051982 EB1976!UTM 18 - 1.00000257 x 1.00054579 = 1.00054836 EB1976 EB1976: Primary Azimuth Mark Grid Az EB1976:SPC NC - STRAW 083 08 29.7 EB1976:UTM 17 - STRAW 082 00 39.2 EB1976:UTM 18 - STRAW 085 25 34.6 EB1976 EB1976|---------------------------------------------------------------------| EB1976| PID Reference Object Distance Geod. Az | EB1976| dddmmss.s | EB1976| EB1977 STRAW APPROX. 0.7 KM 0834219.8 | EB1976|---------------------------------------------------------------------| EB1976 EB1976 SUPERSEDED SURVEY CONTROL EB1976 EB1976 NAD 27 - 34 40 17.67712(N) 078 01 23.73168(W) AD( ) 2 EB1976 NGVD 29 (07/19/86) 20.0 (m) 66. (f) VERT ANG EB1976 EB1976.Superseded values are not recommended for survey control. EB1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1976.See file dsdata.txt to determine how the superseded data were derived. EB1976 EB1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU7278340676(NAD 83) EB1976_MARKER: DE = TRAVERSE STATION DISK EB1976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1976_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB1976_STAMPING: PIGFORD 1973 EB1976_MARK LOGO: NCGS EB1976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1976+STABILITY: SURFACE MOTION EB1976 EB1976 HISTORY - Date Condition Report By EB1976 HISTORY - 1973 MONUMENTED NCGS EB1976 EB1976 STATION DESCRIPTION EB1976 EB1976'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB1976'PIGFORD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB1976'THE VICINITY OF PENDERLEA, NORTH CAROLINA. EB1976' EB1976'PIGFORD IS LOCATED APPROXIMATELY 1.8 MILES ENE OF PENDERLEA, AND 2.4 EB1976'MILES WSW OF WILLARD. TO REACH STATION FROM INTERSECTION OF SR 1321 EB1976'AND SR 1326 IN CENTER OF PENDERLEA, PROCEED ENE ON SR 1321 FOR 1.8 EB1976'MILES TO STATION ON RIGHT SHOULDER AT FIELD ROADS N AND S. 0.1 EB1976'MILES EAST OF INTERSECTION WITH SR 1322 (N). EB1976' EB1976'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED PIGFORD EB1976'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2 EB1976'INCHES BELOW THE SURFACE OF THE GROUND. EB1976' EB1976'MARK IS EB1976' EB1976'15.2 FEET S OF C/L OF SR 1321. EB1976'9.5 FEET W OF C/L OF FIELD ENTRANCE. EB1976'41.2 FEET ENE OF PP NO. 125 W/ALUMINUM REF. TAG. EB1976'9.2 FEET NNW OF CENTER OF WEST END OF CULVERT UNDER FIELD ROAD EB1976'(SOUTH). EB1976'101.0 FEET SE OF TP NO. 72 W/ALUMINUM REF. TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1550 *********************************************************************** EA1550 DESIGNATION - PLANTERS EA1550 PID - EA1550 EA1550 STATE/COUNTY- NC/PENDER EA1550 USGS QUAD - HAMPSTEAD (1970) EA1550 EA1550 *CURRENT SURVEY CONTROL EA1550 ___________________________________________________________________ EA1550* NAD 83(1986)- 34 21 57.71285(N) 077 42 43.72194(W) ADJUSTED EA1550* NAVD 88 - 12.6 (meters) 41. (feet) VERTCON EA1550 ___________________________________________________________________ EA1550 LAPLACE CORR- -3.79 (seconds) DEFLEC99 EA1550 GEOID HEIGHT- -37.13 (meters) GEOID03 EA1550 EA1550 HORZ ORDER - SECOND EA1550 EA1550.The North Carolina HARNS have been completed but, EA1550.due to contractual restrictions, coordinates for these stations EA1550.will NOT be published in the near future. In the interim, the EA1550.published coordinates in North Carolina will not be EA1550.consistent with the Continuously Operating Reference Stations EA1550.(CORS). The HARN coordinates for these stations are available EA1550.upon request. Contact Gary Thompson(919-733-3836). EA1550. EA1550.In addition, the published North Carolina positions EA1550.(NAD 83 (1986)) are NOT consistent with those determined in EA1550.adjacent state readjustments. The discontinuity between stations EA1550.located in North Carolina and those in adjacent states EA1550.which have been adjusted to the HARN may be as much as 5 EA1550.decimeters. This will result in a significant loss of accuracy EA1550.over lines crossing such state borders. EA1550 EA1550 EA1550.The horizontal coordinates were established by classical geodetic methods EA1550.and adjusted by the National Geodetic Survey in January 1988. EA1550 EA1550.The NAVD 88 height was computed by applying the VERTCON shift value to EA1550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA1550 EA1550.The Laplace correction was computed from DEFLEC99 derived deflections. EA1550 EA1550.The geoid height was determined by GEOID03. EA1550 EA1550; North East Units Scale Factor Converg. EA1550;SPC NC - 69,107.047 728,062.304 MT 0.99999110 +0 44 35.9 EA1550;SPC NC - 226,728.70 2,388,651.08 sFT 0.99999110 +0 44 35.9 EA1550;UTM 18 - 3,806,075.698 250,584.621 MT 1.00036686 -1 31 54.2 EA1550 EA1550! - Elev Factor x Scale Factor = Combined Factor EA1550!SPC NC - 1.00000386 x 0.99999110 = 0.99999496 EA1550!UTM 18 - 1.00000386 x 1.00036686 = 1.00037072 EA1550 EA1550 SUPERSEDED SURVEY CONTROL EA1550 EA1550 NGVD 29 (01/20/88) 12.9 (m) 42. (f) VERT ANG EA1550 EA1550.Superseded values are not recommended for survey control. EA1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1550.See file dsdata.txt to determine how the superseded data were derived. EA1550 EA1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5058506076(NAD 83) EA1550_MARKER: DH = HORIZONTAL CONTROL DISK EA1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1550_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1550_STAMPING: PLANTERS 1984 EA1550_MARK LOGO: NCGS EA1550_MAGNETIC: O = OTHER; SEE DESCRIPTION EA1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1550+STABILITY: SURFACE MOTION EA1550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1550+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1999 EA1550 EA1550 HISTORY - Date Condition Report By EA1550 HISTORY - 1984 MONUMENTED NCGS EA1550 HISTORY - 1986 GOOD USPSQD EA1550 HISTORY - 1989 GOOD USPSQD EA1550 HISTORY - 19990701 SEE DESCRIPTION NCGS EA1550 HISTORY - 20050312 MARK NOT FOUND USPSQD EA1550 EA1550 STATION DESCRIPTION EA1550 EA1550'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) EA1550'STATION IS LOCATED IN HAMPSTEAD. EA1550' EA1550'AT THE INTERSECTION OF US 17 AND NC 210, ON THE PROLONGATION OF EA1550'THE FAR EAST EDGE OF NC 210, OPPOSITE PLANTERS BANK BUILDING. EA1550' EA1550'THE STATION IS A STANDARD NCGS DISK STAMPED---PLANTERS 1984---, SET EA1550'IN THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER, RECESSED EA1550'8 CM BELOW GROUND. LOCATED EA1550'6.7 METERS (21.9 FT) SOUTHEAST OF CENTERLINE OF HIGHWAY, EA1550'54.2 METERS (77.9 FT) SOUTHWEST OF A 12 INCH PINE WITH REFERENCE EA1550'TAG, AND 43.9 METERS (143.9 FT) EAST OF THE SOUTHEAST CORNER OF A EA1550'FRAME RESIDENCE. EA1550' EA1550'MARK IS ABOUT 1 FOOT BELOW CENTERLINE OF HIGHWAY. EA1550 EA1550 STATION RECOVERY (1986) EA1550 EA1550'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB) EA1550'RECOVERED IN GOOD CONDITION. EA1550 EA1550 STATION RECOVERY (1989) EA1550 EA1550'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMP) EA1550'RECOVERED IN GOOD CONDITION. EA1550 EA1550 STATION RECOVERY (1999) EA1550 EA1550'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH) EA1550'NOT FOUND, MAY BE LOST. INTERSECTION IS NOW TWO 5-LANE ROADS. EA1550'REFERENCES HAVE BEEN DESTROYED AND NC 210 (DAN OWEN DR.) HAS BEEN EA1550'EXTENDED AS A NEW HIGHWAY. EA1550 EA1550 STATION RECOVERY (2005) EA1550 EA1550'RECOVERY NOTE BY US POWER SQUADRON 2005 EA1550'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0855 *********************************************************************** EA0855 DESIGNATION - POLE EA0855 PID - EA0855 EA0855 STATE/COUNTY- NC/PENDER EA0855 USGS QUAD - ROCKY POINT (1988) EA0855 EA0855 *CURRENT SURVEY CONTROL EA0855 ___________________________________________________________________ EA0855* NAD 83(1986)- 34 22 46.70450(N) 077 53 47.85243(W) ADJUSTED EA0855* NAVD 88 - 5.337 (meters) 17.51 (feet) ADJUSTED EA0855 ___________________________________________________________________ EA0855 LAPLACE CORR- -5.03 (seconds) DEFLEC99 EA0855 GEOID HEIGHT- -36.53 (meters) GEOID03 EA0855 DYNAMIC HT - 5.331 (meters) 17.49 (feet) COMP EA0855 MODELED GRAV- 979,678.5 (mgal) NAVD 88 EA0855 EA0855 HORZ ORDER - SECOND EA0855 VERT ORDER - SECOND CLASS II EA0855 EA0855.The North Carolina HARNS have been completed but, EA0855.due to contractual restrictions, coordinates for these stations EA0855.will NOT be published in the near future. In the interim, the EA0855.published coordinates in North Carolina will not be EA0855.consistent with the Continuously Operating Reference Stations EA0855.(CORS). The HARN coordinates for these stations are available EA0855.upon request. Contact Gary Thompson(919-733-3836). EA0855. EA0855.In addition, the published North Carolina positions EA0855.(NAD 83 (1986)) are NOT consistent with those determined in EA0855.adjacent state readjustments. The discontinuity between stations EA0855.located in North Carolina and those in adjacent states EA0855.which have been adjusted to the HARN may be as much as 5 EA0855.decimeters. This will result in a significant loss of accuracy EA0855.over lines crossing such state borders. EA0855 EA0855 EA0855.The horizontal coordinates were established by classical geodetic methods EA0855.and adjusted by the National Geodetic Survey in July 1986. EA0855 EA0855.The orthometric height was determined by differential leveling EA0855.and adjusted by the National Geodetic Survey in June 1991. EA0855 EA0855.The Laplace correction was computed from DEFLEC99 derived deflections. EA0855 EA0855.The geoid height was determined by GEOID03. EA0855 EA0855.The dynamic height is computed by dividing the NAVD 88 EA0855.geopotential number by the normal gravity value computed on the EA0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0855.degrees latitude (g = 980.6199 gals.). EA0855 EA0855.The modeled gravity was interpolated from observed gravity values. EA0855 EA0855; North East Units Scale Factor Converg. EA0855;SPC NC - 70,412.171 711,077.150 MT 0.99998750 +0 38 12.6 EA0855;SPC NC - 231,010.60 2,332,925.62 sFT 0.99998750 +0 38 12.6 EA0855;UTM 18 - 3,808,054.661 233,657.347 MT 1.00047450 -1 38 11.8 EA0855 EA0855! - Elev Factor x Scale Factor = Combined Factor EA0855!SPC NC - 1.00000490 x 0.99998750 = 0.99999240 EA0855!UTM 18 - 1.00000490 x 1.00047450 = 1.00047940 EA0855 EA0855: Primary Azimuth Mark Grid Az EA0855:SPC NC - FEAR 176 31 10.5 EA0855:UTM 18 - FEAR 178 47 34.9 EA0855 EA0855|---------------------------------------------------------------------| EA0855| PID Reference Object Distance Geod. Az | EA0855| dddmmss.s | EA0855| EA0854 FEAR APPROX. 1.1 KM 1770923.1 | EA0855|---------------------------------------------------------------------| EA0855 EA0855 SUPERSEDED SURVEY CONTROL EA0855 EA0855 NAD 27 - 34 22 46.09890(N) 077 53 48.90425(W) AD( ) 2 EA0855 NGVD 29 (??/??/92) 5.631 (m) 18.47 (f) ADJ UNCH 2 2 EA0855 EA0855.Superseded values are not recommended for survey control. EA0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0855.See file dsdata.txt to determine how the superseded data were derived. EA0855 EA0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3365708055(NAD 83) EA0855_MARKER: DD = SURVEY DISK EA0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0855_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0855_STAMPING: POLE 1968 EA0855 EA0855 HISTORY - Date Condition Report By EA0855 HISTORY - 1968 MONUMENTED NCGS EA0855 HISTORY - 1968 GOOD CGS EA0855 HISTORY - 1975 GOOD NCGS EA0855 HISTORY - 1983 GOOD USPSQD EA0855 EA0855 STATION DESCRIPTION EA0855 EA0855'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0855'POLE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA0855'THE VICINITY OF WILMINGTON, NORTH CAROLINA. EA0855' EA0855'POLE IS LOCATED APPROXIMATELY 10.2 MILES NNE OF THE CENTER OF EA0855'WILMINGTON. TO REACH STATION PROCEED FROM THE INTERSECTION OF EA0855'NC 133 WITH U.S. 117, GO SOUTH ON U.S. 117 FOR 0.7 MILE TO EA0855'STATION. WHICH IS ON THE WEST SIDE OF U.S. 117 NEXT TO PP A372, EA0855'IN CULTIVATED FIELD, NORTH SIDE OF FARM ROAD AND 1.1 MILES EA0855'NORTH OF CAPE FEAR RIVER BRIDGE. EA0855' EA0855'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EA0855'POLE 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA0855'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EA0855' EA0855'MARK IS EA0855' EA0855'84.0 FT WNW OF C/L OF U.S. 117 EA0855' EA0855'2.5 FT NE OF PP 372 ON W SIDE OF U.S. 117, AND WITH ALUMINUM EA0855'REF. TAG EA0855' EA0855'57.6 FT NW OF 4X4 POST WITH REFLECTOR ON S SIDE OF FARM ROAD, EA0855'AND WITH ALUMINUM REF. TAG EA0855' EA0855'61.3 FT NNW OF C/L OF FARM ROAD WITH W DITCH OF U.S. 117 EA0855' EA0855'23.0 FT N OF C/L OF FARM ROAD EA0855 EA0855 STATION RECOVERY (1968) EA0855 EA0855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WHS) EA0855'RECOVERED IN GOOD CONDITION. THE DESCRIPTION BY THE NORTH EA0855'CAROLINA GEODETIC SURVEY IS ADEQUATE. EA0855 EA0855 STATION RECOVERY (1975) EA0855 EA0855'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0855'1.8 MI N FROM CASTLE HAYNE. EA0855'TO REACH STATION PROCEED FROM THE INTERSECTION OF NC 133 WITH US 117 EA0855'AT MARLBORO, PROCEED SOUTH ALONG US 117 FOR 0.7 MILE TO STATION ON THE EA0855'RIGHT NEXT TO PP NO. 372, IN CULTIVATED FIELD, ON NORTH SIDE OF FARM EA0855'ROAD AND 1.05 MILE NORTH OF NORTHEAST CAPE FEAR RIVER BRIDGE. 84.0 FT. EA0855'WNW OF C/L OF US 117, 24.0 FT. N OF C/L OF FARM ROAD, 2.5 FT. NE OF PP EA0855'NO. 372 ON W SIDE OF US 117 AND WITH ALUMINUM REF. TAG, AND 52.3 FT. EA0855'NNW OF C/L OF FARM ROAD AT W DITCH OF US 117. DISK IS SET IN CONCRETE EA0855'CYLINDER, 2 INCHES BELOW THE GROUND. EA0855 EA0855 STATION RECOVERY (1983) EA0855 EA0855'RECOVERY NOTE BY US POWER SQUADRON 1983 (WRG) EA0855'POLE 1968 RECOVERED GOOD. EA0855' EA0855'DESCRIPTION IS ADEQUATE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1066 *********************************************************************** EA1066 DESIGNATION - PONY EA1066 PID - EA1066 EA1066 STATE/COUNTY- NC/PENDER EA1066 USGS QUAD - MAPLE HILL (1981) EA1066 EA1066 *CURRENT SURVEY CONTROL EA1066 ___________________________________________________________________ EA1066* NAD 83(1986)- 34 40 25.75473(N) 077 42 38.55857(W) ADJUSTED EA1066* NAVD 88 - 10.113 (meters) 33.18 (feet) ADJUSTED EA1066 ___________________________________________________________________ EA1066 LAPLACE CORR- -3.12 (seconds) DEFLEC99 EA1066 GEOID HEIGHT- -36.83 (meters) GEOID03 EA1066 DYNAMIC HT - 10.104 (meters) 33.15 (feet) COMP EA1066 MODELED GRAV- 979,672.2 (mgal) NAVD 88 EA1066 EA1066 HORZ ORDER - SECOND EA1066 VERT ORDER - SECOND CLASS II EA1066 EA1066.The North Carolina HARNS have been completed but, EA1066.due to contractual restrictions, coordinates for these stations EA1066.will NOT be published in the near future. In the interim, the EA1066.published coordinates in North Carolina will not be EA1066.consistent with the Continuously Operating Reference Stations EA1066.(CORS). The HARN coordinates for these stations are available EA1066.upon request. Contact Gary Thompson(919-733-3836). EA1066. EA1066.In addition, the published North Carolina positions EA1066.(NAD 83 (1986)) are NOT consistent with those determined in EA1066.adjacent state readjustments. The discontinuity between stations EA1066.located in North Carolina and those in adjacent states EA1066.which have been adjusted to the HARN may be as much as 5 EA1066.decimeters. This will result in a significant loss of accuracy EA1066.over lines crossing such state borders. EA1066 EA1066 EA1066.The horizontal coordinates were established by classical geodetic methods EA1066.and adjusted by the National Geodetic Survey in July 1986. EA1066 EA1066.The orthometric height was determined by differential leveling EA1066.and adjusted by the National Geodetic Survey in June 1991. EA1066 EA1066.The Laplace correction was computed from DEFLEC99 derived deflections. EA1066 EA1066.The geoid height was determined by GEOID03. EA1066 EA1066.The dynamic height is computed by dividing the NAVD 88 EA1066.geopotential number by the normal gravity value computed on the EA1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1066.degrees latitude (g = 980.6199 gals.). EA1066 EA1066.The modeled gravity was interpolated from observed gravity values. EA1066 EA1066; North East Units Scale Factor Converg. EA1066;SPC NC - 103,247.972 727,750.811 MT 0.99992311 +0 44 38.9 EA1066;SPC NC - 338,739.39 2,387,629.12 sFT 0.99992311 +0 44 38.9 EA1066;UTM 18 - 3,840,215.922 251,632.663 MT 1.00036038 -1 32 34.5 EA1066 EA1066! - Elev Factor x Scale Factor = Combined Factor EA1066!SPC NC - 1.00000419 x 0.99992311 = 0.99992730 EA1066!UTM 18 - 1.00000419 x 1.00036038 = 1.00036458 EA1066 EA1066: Primary Azimuth Mark Grid Az EA1066:SPC NC - CYPRESS 072 15 58.4 EA1066:UTM 18 - CYPRESS 074 33 11.8 EA1066 EA1066|---------------------------------------------------------------------| EA1066| PID Reference Object Distance Geod. Az | EA1066| dddmmss.s | EA1066| EA1074 CYPRESS APPROX. 2.1 KM 0730037.3 | EA1066| EA1073 POWERS 391.605 METERS 29842 | EA1066|---------------------------------------------------------------------| EA1066 EA1066 SUPERSEDED SURVEY CONTROL EA1066 EA1066 NAD 27 - 34 40 25.14759(N) 077 42 39.63712(W) AD( ) 2 EA1066 NGVD 29 (??/??/92) 10.417 (m) 34.18 (f) ADJ UNCH 2 2 EA1066 EA1066.Superseded values are not recommended for survey control. EA1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1066.See file dsdata.txt to determine how the superseded data were derived. EA1066 EA1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5163340216(NAD 83) EA1066_MARKER: DD = SURVEY DISK EA1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1066_STAMPING: PONY 1974 EA1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1066+STABILITY: SURFACE MOTION EA1066 EA1066 HISTORY - Date Condition Report By EA1066 HISTORY - 1974 MONUMENTED NCGS EA1066 HISTORY - 1974 GOOD NCGS EA1066 EA1066 STATION DESCRIPTION EA1066 EA1066'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA1066'PONY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA1066'THE VICINITY OF BURGAW, NORTH CAROLINA. EA1066' EA1066'PONY IS LOCATED APPROXIMATELY 15.0 MILES ENE OF BURGAW AND 1.2 EA1066'MILES NORTHWEST OF MAPLE HILL. STATION IS APPROXIMATELY 300 FEET EA1066'NORTHEAST OF INTERSECTION OF NC 53 AND NC 50 NORTHWEST OF MAPLE EA1066'HILL, AND NEAR THE SOUTHEAST CORNER OF A PASTURE. EA1066' EA1066'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1066'PONY 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EA1066'IS 2 INCHES ABOVE THE SURFACE OF THE GROUND. EA1066' EA1066'MARK IS 56.3 FT NW OF C/L OF NC 53 EA1066' EA1066'38.8 FT E OF 30 INCH TWIN PINE WITH ALUMINUM REF. TAG EA1066' EA1066'4.3 FT SE OF 28 INCH PINE WITH ALUMINUM REF. TAG EA1066' EA1066'9.0 FT W OF FENCE POST WITH ALUMINUM REF. TAG EA1066' EA1066'68.3 FT SW OF PP WITH ALUMINUM REF. TAG EA1066 EA1066 STATION RECOVERY (1974) EA1066 EA1066'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 EA1066'1.2 MI NW FROM MAPLE HILL. EA1066'STATION IS LOCATED APPROXIMATELY 15.0 MILES ENE OF BURGAW. STATION IS EA1066'APPROXIMATELY 300 FEET NORTHEAST OF INTERSECTION OF NC 53 AND NC 50 EA1066'NORTHWEST OF MAPLE HILL, NEAR SOUTHEAST CORNER OF A PASTURE. 56.3 FT. EA1066'NW OF C/L OF NC 53, 38.8 FT. E OF 30 INCH TWIN PINE WITH ALUMINUM REF. EA1066'TAG, 4.3 FT. SE OF 28 INCH PINE WITH ALUMINUM REF. TAG, 9.0 FT. W OF EA1066'FENCE POST WITH ALUMINUM REF. TAG, AND 68.3 FT. SW OF PP WITH ALUMINUM EA1066'REF. TAG. DISK IS SET IN CONCRETE CYLINDER, 2 INCHES ABOVE THE EA1066'GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2552 *********************************************************************** EA2552 DESIGNATION - POPE EA2552 PID - EA2552 EA2552 STATE/COUNTY- NC/PENDER EA2552 USGS QUAD - HAMPSTEAD (1970) EA2552 EA2552 *CURRENT SURVEY CONTROL EA2552 ___________________________________________________________________ EA2552* NAD 83(1986)- 34 21 26.72242(N) 077 40 51.63866(W) ADJUSTED EA2552* NAVD 88 - 1. (meters) 3. (feet) SCALED EA2552 ___________________________________________________________________ EA2552 LAPLACE CORR- -3.74 (seconds) DEFLEC99 EA2552 GEOID HEIGHT- -37.23 (meters) GEOID03 EA2552 EA2552 HORZ ORDER - THIRD EA2552 EA2552.The North Carolina HARNS have been completed but, EA2552.due to contractual restrictions, coordinates for these stations EA2552.will NOT be published in the near future. In the interim, the EA2552.published coordinates in North Carolina will not be EA2552.consistent with the Continuously Operating Reference Stations EA2552.(CORS). The HARN coordinates for these stations are available EA2552.upon request. Contact Gary Thompson(919-733-3836). EA2552. EA2552.In addition, the published North Carolina positions EA2552.(NAD 83 (1986)) are NOT consistent with those determined in EA2552.adjacent state readjustments. The discontinuity between stations EA2552.located in North Carolina and those in adjacent states EA2552.which have been adjusted to the HARN may be as much as 5 EA2552.decimeters. This will result in a significant loss of accuracy EA2552.over lines crossing such state borders. EA2552 EA2552 EA2552.The horizontal coordinates were established by classical geodetic methods EA2552.and adjusted by the National Geodetic Survey in July 1986. EA2552 EA2552.The orthometric height was scaled from a topographic map. EA2552 EA2552.The Laplace correction was computed from DEFLEC99 derived deflections. EA2552 EA2552.The geoid height was determined by GEOID03. EA2552 EA2552; North East Units Scale Factor Converg. EA2552;SPC NC - 68,189.815 730,938.654 MT 0.99999342 +0 45 40.6 EA2552;SPC NC - 223,719.42 2,398,087.90 sFT 0.99999342 +0 45 40.6 EA2552;UTM 18 - 3,805,044.629 253,423.331 MT 1.00034951 -1 30 49.7 EA2552 EA2552! - Elev Factor x Scale Factor = Combined Factor EA2552!SPC NC - 1.00000574 x 0.99999342 = 0.99999916 EA2552!UTM 18 - 1.00000574 x 1.00034951 = 1.00035525 EA2552 EA2552: Primary Azimuth Mark Grid Az EA2552:SPC NC - SAIL 056 41 53.5 EA2552:UTM 18 - SAIL 058 58 23.8 EA2552 EA2552|---------------------------------------------------------------------| EA2552| PID Reference Object Distance Geod. Az | EA2552| dddmmss.s | EA2552| EA2554 SAIL APPROX. 2.5 KM 0572734.1 | EA2552|---------------------------------------------------------------------| EA2552 EA2552 SUPERSEDED SURVEY CONTROL EA2552 EA2552 NAD 27 - 34 21 26.11300(N) 077 40 52.72300(W) AD( ) 3 EA2552 EA2552.Superseded values are not recommended for survey control. EA2552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2552.See file dsdata.txt to determine how the superseded data were derived. EA2552 EA2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5342305045(NAD 83) EA2552_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION EA2552_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE EA2552_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EA2552_MARK LOGO: CGS EA2552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA2552 EA2552 HISTORY - Date Condition Report By EA2552 HISTORY - 1914 MONUMENTED CGS EA2552 HISTORY - 1933 GOOD CGS EA2552 HISTORY - 1965 MARK NOT FOUND CGS EA2552 HISTORY - 1967 GOOD USE EA2552 HISTORY - 1976 MARK NOT FOUND USE EA2552 HISTORY - 20050312 MARK NOT FOUND USPSQD EA2552 EA2552 STATION DESCRIPTION EA2552 EA2552'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS) EA2552'STATION IS LOCATED AT THE MOUTH OF OLD TOPSAIL CREEK, ABOUT EA2552'100 YARDS W OF POPES LANDING, AT ABOUT HIGH-WATER MARK. EA2552' EA2552'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE EA2552'AT THE CENTER OF THE TOP OF A TILE. EA2552' EA2552'THE REFERENCE MARK IS A TILE FILLED WITH AND SET IN EA2552'CEMENT. IT IS ABOUT 15 METERS (49 FEET) FROM THE STATION ON EA2552'A LINE TO NIX. EA2552' EA2552'THERE IS A BLAZED TREE JUST BACK OF THE STATION. EA2552 EA2552 STATION RECOVERY (1933) EA2552 EA2552'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JAB) EA2552'STATION IS ABOUT 300 YARDS SW OF THE MOUTH OF OLD TOPSAIL EA2552'CREEK, AND 300 YARDS NE OF AN OLD LANDING 3 YARDS IN FRONT OF EA2552'A 12-INCH CEDAR TREE WHICH IS IN A HEDGEROW OF OTHER SMALL EA2552'TREES AND BUSHES PARALLEL TO THE BEACH. STATION IS 2 YARDS EA2552'NW OF HIGH-WATER LINE. EA2552' EA2552'STATION MARK WAS RECOVERED IN GOOD CONDITION. THE TOP OF THE EA2552'REFERENCE MARK WAS FOUND BROKEN OFF, WAS REPLACED AND CEMENTED EA2552'AROUND. EA2552 EA2552 STATION RECOVERY (1965) EA2552 EA2552'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW) EA2552'LOST. A SEARCH WAS MADE IN THE AREA BUT THE STATION COULD NOT EA2552'BE FOUND. A MONUMENT WAS FOUND IN THE MARSH WITH TOP BROKEN EA2552'OFF BUT IT COULD NOT BE DETERMINED IF THIS WAS THE STATION OR R.M. EA2552 EA2552 STATION RECOVERY (1967) EA2552 EA2552'RECOVERY NOTE BY US ENGINEERS 1967 EA2552'THE STATION IS THE CENTER OF A STANDARD USC AND GS DISK SET IN EA2552'THE TOP OF A CONCRETE FILLED DRAIN TILE PROJECTING 12 IN ABOVE EA2552'THE GROUND. EA2552' EA2552'STATION IS LOCATED ABOUT 900 FT SOUTHWEST OF MOUTH OF OLD EA2552'TOPSAIL CREEK, 900 FT NORTHEAST OF HOWARD LANDING AND 300 EA2552'FT SOUTHWEST OF POPES LANDING ON THE EDGE OF TREE LINE AND EA2552'6 FT NORTHWEST OF HIGH WATER MARK. EA2552' EA2552'TO REACH FROM INTERSECTION OF TOPSAIL SOUND ROAD AND HIGHWAY EA2552'17 PROCEED SOUTHEAST ON TOPSAIL SOUND ROAD 1.2 MILE TO FORK EA2552'IN ROAD TO LEFT, JUST PAST A MODERATELY SHARP CURVE. TAKE LEFT EA2552'FORK ON DIRT ROAD 1 MILE TO DIM FARM ROAD ON LEFT. TAKE DIM EA2552'FARM ROAD 1.1 MILE TO ROADS END AND WATERS EDGE AT POPE LANDING EA2552'AND STATION SITE. EA2552' EA2552'R.M. NOT RECOVERED. EA2552 EA2552 STATION RECOVERY (1976) EA2552 EA2552'RECOVERY NOTE BY US ENGINEERS 1976 (GRN) EA2552'STATION FOUND LOST, THIS UNIT USED THE STATION UNTIL 1979 AND THEN EA2552'IT APPEARED TO HAVE BEEN DESTROYED BY BULLDOZER WORK. EA2552 EA2552 STATION RECOVERY (2005) EA2552 EA2552'RECOVERY NOTE BY US POWER SQUADRON 2005 EA2552'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2553 *********************************************************************** EA2553 DESIGNATION - PORPOISE EA2553 PID - EA2553 EA2553 STATE/COUNTY- NC/PENDER EA2553 USGS QUAD - HAMPSTEAD (1970) EA2553 EA2553 *CURRENT SURVEY CONTROL EA2553 ___________________________________________________________________ EA2553* NAD 83(1986)- 34 22 02.44165(N) 077 37 41.05655(W) ADJUSTED EA2553* NAVD 88 - 4. (meters) 13. (feet) SCALED EA2553 ___________________________________________________________________ EA2553 LAPLACE CORR- -3.36 (seconds) DEFLEC99 EA2553 GEOID HEIGHT- -37.34 (meters) GEOID03 EA2553 EA2553 HORZ ORDER - THIRD EA2553 EA2553.The North Carolina HARNS have been completed but, EA2553.due to contractual restrictions, coordinates for these stations EA2553.will NOT be published in the near future. In the interim, the EA2553.published coordinates in North Carolina will not be EA2553.consistent with the Continuously Operating Reference Stations EA2553.(CORS). The HARN coordinates for these stations are available EA2553.upon request. Contact Gary Thompson(919-733-3836). EA2553. EA2553.In addition, the published North Carolina positions EA2553.(NAD 83 (1986)) are NOT consistent with those determined in EA2553.adjacent state readjustments. The discontinuity between stations EA2553.located in North Carolina and those in adjacent states EA2553.which have been adjusted to the HARN may be as much as 5 EA2553.decimeters. This will result in a significant loss of accuracy EA2553.over lines crossing such state borders. EA2553 EA2553 EA2553.The horizontal coordinates were established by classical geodetic methods EA2553.and adjusted by the National Geodetic Survey in July 1986. EA2553 EA2553.The orthometric height was scaled from a topographic map. EA2553 EA2553.The Laplace correction was computed from DEFLEC99 derived deflections. EA2553 EA2553.The geoid height was determined by GEOID03. EA2553 EA2553; North East Units Scale Factor Converg. EA2553;SPC NC - 69,356.345 735,793.186 MT 0.99999075 +0 47 30.6 EA2553;SPC NC - 227,546.61 2,414,014.81 sFT 0.99999075 +0 47 30.6 EA2553;UTM 18 - 3,806,017.818 258,322.031 MT 1.00032002 -1 29 03.3 EA2553 EA2553! - Elev Factor x Scale Factor = Combined Factor EA2553!SPC NC - 1.00000528 x 0.99999075 = 0.99999603 EA2553!UTM 18 - 1.00000528 x 1.00032002 = 1.00032530 EA2553 EA2553: Primary Azimuth Mark Grid Az EA2553:SPC NC - TOP 226 50 29.5 EA2553:UTM 18 - TOP 229 07 03.4 EA2553 EA2553|---------------------------------------------------------------------| EA2553| PID Reference Object Distance Geod. Az | EA2553| dddmmss.s | EA2553| EA2557 TOP APPROX. 2.0 KM 2273800.1 | EA2553|---------------------------------------------------------------------| EA2553 EA2553 SUPERSEDED SURVEY CONTROL EA2553 EA2553 NAD 27 - 34 22 01.83400(N) 077 37 42.15000(W) AD( ) 3 EA2553 EA2553.Superseded values are not recommended for survey control. EA2553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2553.See file dsdata.txt to determine how the superseded data were derived. EA2553 EA2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5832206018(NAD 83) EA2553_MARKER: DS = TRIANGULATION STATION DISK EA2553_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE EA2553_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EA2553_MARK LOGO: CGS EA2553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA2553 EA2553 HISTORY - Date Condition Report By EA2553 HISTORY - 1914 MONUMENTED CGS EA2553 HISTORY - 1926 SEE DESCRIPTION CGS EA2553 HISTORY - 1964 MARK NOT FOUND CGS EA2553 EA2553 STATION DESCRIPTION EA2553 EA2553'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS) EA2553'STATION IS ABOUT 1 MILE NE FROM NEW TOPSAIL INLET, ON THE EA2553'BANKS, ON A SAND HILL ABOUT 200 YARDS FROM SIDBERY FISHING EA2553'CAMP, AND ABOUT MIDWAY BETWEEN THE BEACH AND THE SOUND. EA2553' EA2553'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN EA2553'CONCRETE AT THE CENTER OF THE TOP OF A TILE. EA2553' EA2553'THERE ARE NO REFERENCE MARKS. EA2553 EA2553 STATION RECOVERY (1926) EA2553 EA2553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (KTA) EA2553'STATION MARK HAS BEEN WASHED OUT BY WIND AND RAIN EA2553'ACTION. HOWEVER, PARTS OF THE THREE LEGS OF THE OLD TRIPOD WERE EA2553'STILL IN PLACE SO STATION COULD BE TIED TO WITHIN A EA2553'FOOT. PROBABLY ALL TRACE OF THIS STATION WILL BE GONE WITHIN EA2553'A YEAR. EA2553 EA2553 STATION RECOVERY (1964) EA2553 EA2553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA2553'LOST. THE AREA WAS SEARCHED AND NOTHING FOUND. THE 1926 EA2553'RECOVERY NOTE BY K.T.A. STATES THE MARK WAS WASHED AWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1073 *********************************************************************** EA1073 DESIGNATION - POWERS EA1073 PID - EA1073 EA1073 STATE/COUNTY- NC/PENDER EA1073 USGS QUAD - MAPLE HILL (1981) EA1073 EA1073 *CURRENT SURVEY CONTROL EA1073 ___________________________________________________________________ EA1073* NAD 83(1986)- 34 40 31.85778(N) 077 42 52.05109(W) ADJUSTED EA1073* NAVD 88 - 9.022 (meters) 29.60 (feet) ADJUSTED EA1073 ___________________________________________________________________ EA1073 LAPLACE CORR- -3.13 (seconds) DEFLEC99 EA1073 GEOID HEIGHT- -36.82 (meters) GEOID03 EA1073 DYNAMIC HT - 9.013 (meters) 29.57 (feet) COMP EA1073 MODELED GRAV- 979,672.5 (mgal) NAVD 88 EA1073 EA1073 HORZ ORDER - SECOND EA1073 VERT ORDER - SECOND CLASS II EA1073 EA1073.The North Carolina HARNS have been completed but, EA1073.due to contractual restrictions, coordinates for these stations EA1073.will NOT be published in the near future. In the interim, the EA1073.published coordinates in North Carolina will not be EA1073.consistent with the Continuously Operating Reference Stations EA1073.(CORS). The HARN coordinates for these stations are available EA1073.upon request. Contact Gary Thompson(919-733-3836). EA1073. EA1073.In addition, the published North Carolina positions EA1073.(NAD 83 (1986)) are NOT consistent with those determined in EA1073.adjacent state readjustments. The discontinuity between stations EA1073.located in North Carolina and those in adjacent states EA1073.which have been adjusted to the HARN may be as much as 5 EA1073.decimeters. This will result in a significant loss of accuracy EA1073.over lines crossing such state borders. EA1073 EA1073 EA1073.The horizontal coordinates were established by classical geodetic methods EA1073.and adjusted by the National Geodetic Survey in July 1986. EA1073 EA1073.The orthometric height was determined by differential leveling EA1073.and adjusted by the National Geodetic Survey in June 1991. EA1073 EA1073.The Laplace correction was computed from DEFLEC99 derived deflections. EA1073 EA1073.The geoid height was determined by GEOID03. EA1073 EA1073.The dynamic height is computed by dividing the NAVD 88 EA1073.geopotential number by the normal gravity value computed on the EA1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1073.degrees latitude (g = 980.6199 gals.). EA1073 EA1073.The modeled gravity was interpolated from observed gravity values. EA1073 EA1073; North East Units Scale Factor Converg. EA1073;SPC NC - 103,431.554 727,404.938 MT 0.99992282 +0 44 31.1 EA1073;SPC NC - 339,341.69 2,386,494.37 sFT 0.99992282 +0 44 31.1 EA1073;UTM 18 - 3,840,413.247 251,294.243 MT 1.00036245 -1 32 42.4 EA1073 EA1073! - Elev Factor x Scale Factor = Combined Factor EA1073!SPC NC - 1.00000436 x 0.99992282 = 0.99992718 EA1073!UTM 18 - 1.00000436 x 1.00036245 = 1.00036681 EA1073 EA1073: Primary Azimuth Mark Grid Az EA1073:SPC NC - MARSHBURN 292 56 48.7 EA1073:UTM 18 - MARSHBURN 295 14 02.2 EA1073 EA1073|---------------------------------------------------------------------| EA1073| PID Reference Object Distance Geod. Az | EA1073| dddmmss.s | EA1073| EA1066 PONY 391.605 METERS 11842 | EA1073| EA1044 MARSHBURN 463.757 METERS 2934119.8 | EA1073|---------------------------------------------------------------------| EA1073 EA1073 SUPERSEDED SURVEY CONTROL EA1073 EA1073 NAD 27 - 34 40 31.25083(N) 077 42 53.12975(W) AD( ) 2 EA1073 NGVD 29 (??/??/92) 9.325 (m) 30.59 (f) ADJ UNCH 2 2 EA1073 EA1073.Superseded values are not recommended for survey control. EA1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1073.See file dsdata.txt to determine how the superseded data were derived. EA1073 EA1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5129440413(NAD 83) EA1073_MARKER: DD = SURVEY DISK EA1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1073_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1073_STAMPING: POWERS 1974 EA1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1073+STABILITY: SURFACE MOTION EA1073 EA1073 HISTORY - Date Condition Report By EA1073 HISTORY - 1974 MONUMENTED NCGS EA1073 HISTORY - 1975 GOOD NCGS EA1073 EA1073 STATION DESCRIPTION EA1073 EA1073'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA1073'POWERS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA1073'THE VICINITY OF BURGAW, NORTH CAROLINA. EA1073' EA1073'POWERS IS LOCATED APPROXIMATELY 14.8 MILES NE OF BURGAW, AND 1.5 EA1073'MILES NW OF MAPLE HILL. TO REACH STATION FROM INTERSECTION OF NC EA1073'50 WITH NC 53 NW OF MAPLE HILL, PROCEED NW ALONG NC 50 FOR 0.25 EA1073'MILE TO STATION ON RIGHT ON GLENN POWERS PROPERTY, ACROSS A DITCH EA1073'FROM NORTH CORNER OF MAPLE HILL MISSIONARY BAPTIST CHURCH, AND EA1073'NEAR INTERSECTION OF TWO DITCHES. EA1073' EA1073'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1073'POWERS 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA1073'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EA1073' EA1073'MARK IS 170.6 FT NE OF C/L OF NC 50 EA1073' EA1073'269.8 FT NW OF C/L OF SR 1526 EA1073' EA1073'20.7 FT SE OF 10 IN GUM WITH ALUMINUM REF. TAG EA1073' EA1073'31.1 FT N OF 15 IN PINE TREE WITH ALUMINUM REF. TAG EA1073' EA1073'34.2 FT S OF 8 IN GUM TREE WITH ALUMINUM REF. TAG EA1073' EA1073'146.6 FT W OF PP BACK OF POWERS HOUSE, WITH ALUMINUM REF. TAG EA1073 EA1073 STATION RECOVERY (1975) EA1073 EA1073'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA1073'1.5 MI NW FROM MAPLE HILL. EA1073'TO REACH STATION FROM INTERSECTION OF NC 50 WITH NC 53 NW OF MAPLE EA1073'HILL, PROCEED NW ALONG NC 50 FOR 0.25 MILE TO STATION ON RIGHT ON EA1073'GLENN POWERS PROPERTY, ACROSS A DITCH FROM NORTH CORNER OF MAPLE HILL EA1073'MISSIONARY BAPTIST CHURCH, AND NEAR INTERSECTION OF TWO DITCHES. 170.6 EA1073'FT. NE OF C/L OF NC 50, 269.8 FT. NW OF C/L OF SR 1526, 20.7 FT. SE OF EA1073'10 IN. GUM WITH ALUMINUM REF. TAG, 31.1 FT. NORTH OF 15 IN. PINE TREE EA1073'WITH ALUMINUM REF. TAG, 34.2 FT. SOUTH OF 8 IN. GUM TREE WITH ALUMINUM EA1073'REF. TAG, AND 146.6 FT. WEST OF PP BACK OF POWERS HOUSE, WITH ALUMINUM EA1073'REF. TAG. DISK IS SET IN TOP OF CONCRETE CYLINDER, 1 INCH BELOW THE EA1073'SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1072 *********************************************************************** EA1072 DESIGNATION - PROPANE EA1072 PID - EA1072 EA1072 STATE/COUNTY- NC/PENDER EA1072 USGS QUAD - PIN HOOK (1981) EA1072 EA1072 *CURRENT SURVEY CONTROL EA1072 ___________________________________________________________________ EA1072* NAD 83(1986)- 34 42 57.99336(N) 077 45 30.45182(W) ADJUSTED EA1072* NAVD 88 - 11.790 (meters) 38.68 (feet) ADJUSTED EA1072 ___________________________________________________________________ EA1072 LAPLACE CORR- -3.17 (seconds) DEFLEC99 EA1072 GEOID HEIGHT- -36.68 (meters) GEOID03 EA1072 DYNAMIC HT - 11.778 (meters) 38.64 (feet) COMP EA1072 MODELED GRAV- 979,677.7 (mgal) NAVD 88 EA1072 EA1072 HORZ ORDER - SECOND EA1072 VERT ORDER - SECOND CLASS II EA1072 EA1072.The North Carolina HARNS have been completed but, EA1072.due to contractual restrictions, coordinates for these stations EA1072.will NOT be published in the near future. In the interim, the EA1072.published coordinates in North Carolina will not be EA1072.consistent with the Continuously Operating Reference Stations EA1072.(CORS). The HARN coordinates for these stations are available EA1072.upon request. Contact Gary Thompson(919-733-3836). EA1072. EA1072.In addition, the published North Carolina positions EA1072.(NAD 83 (1986)) are NOT consistent with those determined in EA1072.adjacent state readjustments. The discontinuity between stations EA1072.located in North Carolina and those in adjacent states EA1072.which have been adjusted to the HARN may be as much as 5 EA1072.decimeters. This will result in a significant loss of accuracy EA1072.over lines crossing such state borders. EA1072 EA1072 EA1072.The horizontal coordinates were established by classical geodetic methods EA1072.and adjusted by the National Geodetic Survey in July 1986. EA1072 EA1072.The orthometric height was determined by differential leveling EA1072.and adjusted by the National Geodetic Survey in June 1991. EA1072 EA1072.The Laplace correction was computed from DEFLEC99 derived deflections. EA1072 EA1072.The geoid height was determined by GEOID03. EA1072 EA1072.The dynamic height is computed by dividing the NAVD 88 EA1072.geopotential number by the normal gravity value computed on the EA1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1072.degrees latitude (g = 980.6199 gals.). EA1072 EA1072.The modeled gravity was interpolated from observed gravity values. EA1072 EA1072; North East Units Scale Factor Converg. EA1072;SPC NC - 107,882.726 723,316.772 MT 0.99991600 +0 42 59.7 EA1072;SPC NC - 353,945.24 2,373,081.78 sFT 0.99991600 +0 42 59.7 EA1072;UTM 18 - 3,845,026.161 247,385.239 MT 1.00038661 -1 34 18.5 EA1072 EA1072! - Elev Factor x Scale Factor = Combined Factor EA1072!SPC NC - 1.00000391 x 0.99991600 = 0.99991991 EA1072!UTM 18 - 1.00000391 x 1.00038661 = 1.00039052 EA1072 EA1072: Primary Azimuth Mark Grid Az EA1072:SPC NC - PENDU 326 26 31.0 EA1072:UTM 18 - PENDU 328 43 49.2 EA1072 EA1072|---------------------------------------------------------------------| EA1072| PID Reference Object Distance Geod. Az | EA1072| dddmmss.s | EA1072| EA1071 PENDU APPROX. 0.6 KM 3270930.7 | EA1072|---------------------------------------------------------------------| EA1072 EA1072 SUPERSEDED SURVEY CONTROL EA1072 EA1072 NAD 27 - 34 42 57.38987(N) 077 45 31.52938(W) AD( ) 2 EA1072 NGVD 29 (??/??/92) 12.090 (m) 39.67 (f) ADJ UNCH 2 2 EA1072 EA1072.Superseded values are not recommended for survey control. EA1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1072.See file dsdata.txt to determine how the superseded data were derived. EA1072 EA1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4738545026(NAD 83) EA1072_MARKER: DD = SURVEY DISK EA1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1072_STAMPING: PROPANE 1974 EA1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1072+STABILITY: SURFACE MOTION EA1072 EA1072 HISTORY - Date Condition Report By EA1072 HISTORY - 1974 MONUMENTED NCGS EA1072 HISTORY - 1975 GOOD NCGS EA1072 HISTORY - 1986 GOOD USPSQD EA1072 EA1072 STATION DESCRIPTION EA1072 EA1072'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA1072'PROPANE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA1072'THE VICINITY OF BURGAW, NORTH CAROLINA. EA1072' EA1072'PROPANE IS LOCATED APPROXIMATELY 14.7 MILES NE OF BURGAW, AND 5.2 EA1072'MILES NW OF MAPLE HILL. TO REACH STATION FROM INTERSECTION OF NC EA1072'50 WITH NC 53 NW OF MAPLE HILL, PROCEED NE ALONG NC 50 FOR 4.4 EA1072'MILES TO STATION ON LEFT, NEAR A TOBACCO CURING BARN. 0.4 MILE SE EA1072'OF THE PENDER - DUPLIN COUNTY LINE. EA1072' EA1072'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1072'PROPANE 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA1072'WHICH IS FLUSH WITH THE GROUND. EA1072' EA1072'MARK IS 30.8 FT S OF C/L NC 50 EA1072' EA1072'65.4 FT S OF PP WITH ALUMINUM REF. TAG EA1072' EA1072'5.8 FT E OF TP WITH ALUMINUM REF. TAG EA1072' EA1072'19.9 FT NE OF 20 IN PINE WITH ALUMINUM REF. TAG EA1072' EA1072'50.7 FT NE OF SHELTER POST ON BARN WITH ALUMINUM REF. TAG EA1072 EA1072 STATION RECOVERY (1975) EA1072 EA1072'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA1072'5.2 MI NW FROM MAPLE HILL. EA1072'TO REACH STATION FROM INTERSECTION OF NC 50 WITH NC 53 NW OF MAPLE EA1072'HILL, PROCEED NE ALONG NC 50 FOR 4.4 MILES TO STATION ON LEFT, NEAR A EA1072'TOBACCO CURING BARN, AND 0.4 MILE SE OF THE PENDER - DUPLIN COUNTY EA1072'LINE. 30.8 FT. SOUTH OF C/L OF NC 50, 65.4 FT. SOUTH OF PP WITH EA1072'ALUMINUM REF. TAG, 5.8 FT. EAST OF TP WITH ALUMINUM REF. TAG, 19.9 FT. EA1072'NE OF 20 IN. PINE WITH ALUMINUM REF. TAG, AND 50.7 FT. NE OF SHELTER EA1072'POST ON BARN WITH ALUMINUM REF. TAG. DISK IS SET IN TOP OF CONCRETE EA1072'CYLINDER, FLUSH WITH THE GROUND. EA1072 EA1072 STATION RECOVERY (1986) EA1072 EA1072'RECOVERY NOTE BY US POWER SQUADRON 1986 (HW) EA1072'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0903 *********************************************************************** EA0903 DESIGNATION - PURE EA0903 PID - EA0903 EA0903 STATE/COUNTY- NC/PENDER EA0903 USGS QUAD - BURGAW (1988) EA0903 EA0903 *CURRENT SURVEY CONTROL EA0903 ___________________________________________________________________ EA0903* NAD 83(1986)- 34 30 21.56315(N) 077 54 12.70045(W) ADJUSTED EA0903* NAVD 88 - 16.258 (meters) 53.34 (feet) ADJUSTED EA0903 ___________________________________________________________________ EA0903 LAPLACE CORR- -4.16 (seconds) DEFLEC99 EA0903 GEOID HEIGHT- -36.46 (meters) GEOID03 EA0903 DYNAMIC HT - 16.242 (meters) 53.29 (feet) COMP EA0903 MODELED GRAV- 979,678.0 (mgal) NAVD 88 EA0903 EA0903 HORZ ORDER - SECOND EA0903 VERT ORDER - SECOND CLASS II EA0903 EA0903.The North Carolina HARNS have been completed but, EA0903.due to contractual restrictions, coordinates for these stations EA0903.will NOT be published in the near future. In the interim, the EA0903.published coordinates in North Carolina will not be EA0903.consistent with the Continuously Operating Reference Stations EA0903.(CORS). The HARN coordinates for these stations are available EA0903.upon request. Contact Gary Thompson(919-733-3836). EA0903. EA0903.In addition, the published North Carolina positions EA0903.(NAD 83 (1986)) are NOT consistent with those determined in EA0903.adjacent state readjustments. The discontinuity between stations EA0903.located in North Carolina and those in adjacent states EA0903.which have been adjusted to the HARN may be as much as 5 EA0903.decimeters. This will result in a significant loss of accuracy EA0903.over lines crossing such state borders. EA0903 EA0903 EA0903.The horizontal coordinates were established by classical geodetic methods EA0903.and adjusted by the National Geodetic Survey in July 1986. EA0903 EA0903.The orthometric height was determined by differential leveling EA0903.and adjusted by the National Geodetic Survey in June 1991. EA0903 EA0903.The Laplace correction was computed from DEFLEC99 derived deflections. EA0903 EA0903.The geoid height was determined by GEOID03. EA0903 EA0903.The dynamic height is computed by dividing the NAVD 88 EA0903.geopotential number by the normal gravity value computed on the EA0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0903.degrees latitude (g = 980.6199 gals.). EA0903 EA0903.The modeled gravity was interpolated from observed gravity values. EA0903 EA0903; North East Units Scale Factor Converg. EA0903;SPC NC - 84,419.902 710,287.583 MT 0.99995666 +0 37 58.3 EA0903;SPC NC - 276,967.63 2,330,335.18 sFT 0.99995666 +0 37 58.3 EA0903;UTM 18 - 3,822,089.761 233,424.589 MT 1.00047601 -1 38 44.9 EA0903 EA0903! - Elev Factor x Scale Factor = Combined Factor EA0903!SPC NC - 1.00000317 x 0.99995666 = 0.99995983 EA0903!UTM 18 - 1.00000317 x 1.00047601 = 1.00047918 EA0903 EA0903: Primary Azimuth Mark Grid Az EA0903:SPC NC - HELENA 354 45 09.2 EA0903:UTM 18 - HELENA 357 01 52.4 EA0903 EA0903|---------------------------------------------------------------------| EA0903| PID Reference Object Distance Geod. Az | EA0903| dddmmss.s | EA0903| EA2957 BURGAW CABLE TV ANTENNA APPROX. 1.4 KM 0105859.0 | EA0903| EA2959 BURGAW TV STA WECT ANTENNA APPROX. 2.9 KM 3301555.2 | EA0903| EA0904 HELENA APPROX. 1.4 KM 3552307.5 | EA0903|---------------------------------------------------------------------| EA0903 EA0903 SUPERSEDED SURVEY CONTROL EA0903 EA0903 NAD 27 - 34 30 20.96489(N) 077 54 13.74035(W) AD( ) 2 EA0903 NGVD 29 (??/??/92) 16.549 (m) 54.29 (f) ADJ UNCH 2 2 EA0903 EA0903.Superseded values are not recommended for survey control. EA0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0903.See file dsdata.txt to determine how the superseded data were derived. EA0903 EA0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3342522090(NAD 83) EA0903_MARKER: DD = SURVEY DISK EA0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0903_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0903_STAMPING: PURE 1968 EA0903 EA0903 HISTORY - Date Condition Report By EA0903 HISTORY - 1968 MONUMENTED NCGS EA0903 HISTORY - 1975 GOOD NCGS EA0903 EA0903 STATION DESCRIPTION EA0903 EA0903'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0903'PURE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA0903'IN THE VICINITY OF BURGAW, NORTH CAROLINA. EA0903' EA0903'PURE IS LOCATED APPROXIMATELY 3.5 MILES SOUTHEAST OF THE EA0903'CENTER OF BURGAW. TO REACH STATION PROCEED FROM THE EA0903'INTERSECTION OF U.S. 117 BUSINESS AND BYPASS ON SOUTHEAST SIDE EA0903'OF BURGAW, GO SOUTH ON U.S. 117 FOR 2.5 MILES TO INTERSECTION EA0903'OF SR 1412, AND STATION. WHICH IS IN THE SOUTHWEST QUADRANT EA0903'OF INTERSECTION, ON SOUTH BANK OF SR 1412, IN NORTH SIDE OF EA0903'YARD FOR PURE OIL SERVICE STATION. EA0903' EA0903'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0903'PURE 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA0903'WHICH IS 1 INCH BELOW THE SURFACDE OF THE GROUND. EA0903' EA0903'MARK IS EA0903' EA0903'80.0 FT WSW OF C/L OF INTERSECTION OF SR 1412 AND U.S. 117 EA0903' EA0903'28.0 FT S OF C/L OF SR 1412 EA0903' EA0903'99.7 FT SSE OF PP IN NW QUADRANT OF INTERSECTION OF SR 1412 EA0903'WITH U.S. 117, AND WITH ALUMINUM REF. TAG EA0903' EA0903'37.5 FT ENE OF LOWER END OF ANCHOR CABLE TO PP ON S SIDE OF SR 1412 EA0903' EA0903'46.1 FT ENE OF PP ON S SIDE OF SR 1412, AND WITH ALUMINUM REF. TAG EA0903' EA0903'60.3 FT NE OF NE CORNER OF PURE OIL SERVICE STATION EA0903' EA0903'50.1 FT NW OF N END OF CULVERT UNDER N DRIVEWAY TO PURE OIL EA0903'SERVICE STATION EA0903' EA0903'26.0 FT SW OF 4X4 POST WITH STOP SIGN ON S SIDE OF SR 1412, EA0903'AND WITH ALUMINUM REF. TAG EA0903 EA0903 STATION RECOVERY (1975) EA0903 EA0903'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0903'3.4 MI SSE FROM BURGAW. EA0903'TO REACH STATION FROM THE INTERSECTION OF US 117 BUSINESS AND BYPASS EA0903'ON SOUTHEAST SIDE OF BURGAW, PROCEED SOUTH ON US 117 FOR 2.6 MILES TO EA0903'SR 1412 AND STATION IN THE SOUTHWEST QUADRANT OF INTERSECTION, ON EA0903'SOUTH BANK OF SR 1412, IN NORTH SIDE OF YARD FOR EXXON SERVICE STATION EA0903'AND MIKES GARAGE. 80.0 FT. WSW OF C/L OF INTERSECTION OF SR 1412 AND EA0903'US 117, 27.7 FT. S OF C/L OF SR 1412, 49.3 FT. NW OF N END OF CULVERT EA0903'UNDER N DRIVEWAY TO SERVICE STATION, 59.8 FT. NE OF NE CORNER OF EA0903'SERVICE STATION, 99.7 FT. SSE OF PP WITH ALUMINUM REF. TAG IN NW EA0903'QUADRANT OF INTERSECTION, 36.9 FT. ENE OF LOWER END OF ANCHOR CABLE TO EA0903'PP ON S SIDE OF SR 1412, 45.5 FT. ENE OF PP WITH ALUMINUM REF. TAG ON EA0903'S SIDE OF SR 1412, AND 25.1 FT. SW OF 4X4 POST WITH STOP SIGN ON S EA0903'SIDE OF SR 1412 AND WITH ALUMINUM REF. TAG. DISK IS SET IN CONCRETE EA0903'CYLINDER, 1 INCH BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0906 *********************************************************************** EA0906 DESIGNATION - RADIO EA0906 PID - EA0906 EA0906 STATE/COUNTY- NC/PENDER EA0906 USGS QUAD - BURGAW (1988) EA0906 EA0906 *CURRENT SURVEY CONTROL EA0906 ___________________________________________________________________ EA0906* NAD 83(1986)- 34 32 01.60912(N) 077 54 22.60323(W) ADJUSTED EA0906* NAVD 88 - 15.881 (meters) 52.10 (feet) ADJUSTED EA0906 ___________________________________________________________________ EA0906 LAPLACE CORR- -4.12 (seconds) DEFLEC99 EA0906 GEOID HEIGHT- -36.45 (meters) GEOID03 EA0906 DYNAMIC HT - 15.866 (meters) 52.05 (feet) COMP EA0906 MODELED GRAV- 979,676.7 (mgal) NAVD 88 EA0906 EA0906 HORZ ORDER - SECOND EA0906 VERT ORDER - SECOND CLASS II EA0906 EA0906.The North Carolina HARNS have been completed but, EA0906.due to contractual restrictions, coordinates for these stations EA0906.will NOT be published in the near future. In the interim, the EA0906.published coordinates in North Carolina will not be EA0906.consistent with the Continuously Operating Reference Stations EA0906.(CORS). The HARN coordinates for these stations are available EA0906.upon request. Contact Gary Thompson(919-733-3836). EA0906. EA0906.In addition, the published North Carolina positions EA0906.(NAD 83 (1986)) are NOT consistent with those determined in EA0906.adjacent state readjustments. The discontinuity between stations EA0906.located in North Carolina and those in adjacent states EA0906.which have been adjusted to the HARN may be as much as 5 EA0906.decimeters. This will result in a significant loss of accuracy EA0906.over lines crossing such state borders. EA0906 EA0906 EA0906.The horizontal coordinates were established by classical geodetic methods EA0906.and adjusted by the National Geodetic Survey in July 1986. EA0906 EA0906.The orthometric height was determined by differential leveling EA0906.and adjusted by the National Geodetic Survey in June 1991. EA0906 EA0906.The Laplace correction was computed from DEFLEC99 derived deflections. EA0906 EA0906.The geoid height was determined by GEOID03. EA0906 EA0906.The dynamic height is computed by dividing the NAVD 88 EA0906.geopotential number by the normal gravity value computed on the EA0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0906.degrees latitude (g = 980.6199 gals.). EA0906 EA0906.The modeled gravity was interpolated from observed gravity values. EA0906 EA0906; North East Units Scale Factor Converg. EA0906;SPC NC - 87,499.641 710,001.033 MT 0.99995052 +0 37 52.5 EA0906;SPC NC - 287,071.74 2,329,395.06 sFT 0.99995052 +0 37 52.5 EA0906;UTM 18 - 3,825,180.075 233,260.659 MT 1.00047708 -1 38 54.7 EA0906 EA0906! - Elev Factor x Scale Factor = Combined Factor EA0906!SPC NC - 1.00000323 x 0.99995052 = 0.99995375 EA0906!UTM 18 - 1.00000323 x 1.00047708 = 1.00048031 EA0906 EA0906: Primary Azimuth Mark Grid Az EA0906:SPC NC - PEPSI 177 47 13.3 EA0906:UTM 18 - PEPSI 180 04 00.5 EA0906 EA0906|---------------------------------------------------------------------| EA0906| PID Reference Object Distance Geod. Az | EA0906| dddmmss.s | EA0906| EA0905 PEPSI APPROX. 0.9 KM 1782505.8 | EA0906|---------------------------------------------------------------------| EA0906 EA0906 SUPERSEDED SURVEY CONTROL EA0906 EA0906 NAD 27 - 34 32 01.01272(N) 077 54 23.64203(W) AD( ) 2 EA0906 NGVD 29 (??/??/92) 16.172 (m) 53.06 (f) ADJ UNCH 2 2 EA0906 EA0906.Superseded values are not recommended for survey control. EA0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0906.See file dsdata.txt to determine how the superseded data were derived. EA0906 EA0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3326125180(NAD 83) EA0906_MARKER: DD = SURVEY DISK EA0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0906_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0906_STAMPING: RADIO 1968 EA0906 EA0906 HISTORY - Date Condition Report By EA0906 HISTORY - 1968 MONUMENTED NCGS EA0906 HISTORY - 1973 GOOD NCGS EA0906 HISTORY - 1975 GOOD NCGS EA0906 EA0906 STATION DESCRIPTION EA0906 EA0906'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0906'RADIO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA0906'IN THE VICINITY OF BURGAW, NORTH CAROLINA. EA0906' EA0906'RADIO IS LOCATED APPROXIMATELY 1.7 MILES SOUTHEAST OF THE EA0906'CENTER OF BURGAW. TO REACH STATION PROCEED FROM THE EA0906'INTERSECTION OF U.S. 117 BUSINESS AND BYPASS ON SOUTH SIDE OF EA0906'BURGAW, GO SOUTH ON U.S. 117 FOR 0.55 MILE TO STATION. WHICH EA0906'IS ON THE EAST SHOULDER OF U.S. 117 ABOUT 250 FEET SOUTHEAST EA0906'OF WPGF RADIO STATION. EA0906' EA0906'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0906'RADIO 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA0906'WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND. EA0906' EA0906'MARK IS EA0906' EA0906'20.2 FT E OF C/L OF U.S. 117 EA0906' EA0906'49.8 FT SSW OF E END OF CULVERT UNDER U.S. 117 EA0906' EA0906'59.4 FT SSW OF S END OF CULVERT ON E SIDE OF U.S. 117 EA0906' EA0906'53.5 FT SW OF 6 INCH OAK TREE ON E SIDE OF U.S. 117 AND WITH EA0906'ALUMINUM REF. TAG EA0906' EA0906'72.7 FT SW OF UTILITY POLE ON E SIDE OF U.S. 117, AND WITH EA0906'ALUMINUM REF. TAG EA0906' EA0906'59.5 FT SE OF C/L OF INTERSECTION OF S DRIVEWAY TO WPGF RADIO EA0906'STATION EA0906' EA0906'115.9 FT WSW OF EASTERNMOST POST OF OUTDOOR SIGN, AND WITH EA0906'ALUMINUM REF. TAG EA0906 EA0906 STATION RECOVERY (1973) EA0906 EA0906'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EA0906'STATION RECOVERED AS DESCRIBED. REVISED DESCRIPTION SHOULD EA0906'READ - 19.3 FT E OF C/L OF U.S. 117, 48.9 FT SSW OF E END EA0906'OF CULVERT UNDER U.S. 117, 58.5 FT SSW OF S END OF DRIVEWAY EA0906'UNDER CULVERT ON E SIDE OF U.S. 117, 71.7 FT SW OF UTILITY POLE EA0906'ON E SIDE OF U.S. 117 WITH ALUMINUM REF. TAG, 57.8 FT SE OF EA0906'C/L OF INTERSECTION OF S DRIVEWAY TO WPGE RADIO STATION, AND EA0906'114.9 FT WSW OF EASTERNMOST POST OF OUTDOOR SIGN WITH ALUMINUM EA0906'REF. TAG EA0906 EA0906 STATION RECOVERY (1975) EA0906 EA0906'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0906'1.7 MI SE FROM BURGAW. EA0906'TO REACH STATION FROM THE INTERSECTION OF US 117 BUSINESS AND BYPASS EA0906'ON SOUTHEAST SIDE OF BURGAW, PROCEED SOUTH ON US 117 FOR 0.55 MILE TO EA0906'STATION ON THE EAST SHOULDER OF US 117, ABOUT 250 FEET SOUTHEAST OF EA0906'WPGF RADIO STATION. 20.2 FT. E OF C/L OF US 117, 59.5 FT. SE OF C/L EA0906'OF INTERSECTION OF S DRIVEWAY TO WPGF RADIO STATION, 49.8 FT. SSW OF E EA0906'END OF CULVERT UNDER HIGHWAY, 59.4 FT. SSW OF S END OF CULVERT ON E EA0906'SIDE OF US 117, 53.5 FT. SW OF 6 INCH OAK WITH ALUMINUM REF. TAG, 72.7 EA0906'FT. SW OF UTILITY POLE WITH ALUMINUM REF. TAG AND 115.9 FT. WSW OF EA0906'EASTERNMOST POST OF OUTDOOR SIGN WITH ALUMINUM REF. TAG. DISK IS SET EA0906'IN CONCRETE CYLINDER, 5 INCHES BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0701 *********************************************************************** EA0701 DESIGNATION - RANGE ONE EA0701 PID - EA0701 EA0701 STATE/COUNTY- NC/PENDER EA0701 USGS QUAD - HAMPSTEAD (1970) EA0701 EA0701 *CURRENT SURVEY CONTROL EA0701 ___________________________________________________________________ EA0701* NAD 83(1986)- 34 22 07.55516(N) 077 37 43.68590(W) ADJUSTED EA0701* NAVD 88 - 2.048 (meters) 6.72 (feet) ADJUSTED EA0701 ___________________________________________________________________ EA0701 LAPLACE CORR- -3.39 (seconds) DEFLEC99 EA0701 GEOID HEIGHT- -37.34 (meters) GEOID03 EA0701 DYNAMIC HT - 2.046 (meters) 6.71 (feet) COMP EA0701 MODELED GRAV- 979,655.5 (mgal) NAVD 88 EA0701 EA0701 HORZ ORDER - SECOND EA0701 VERT ORDER - SECOND CLASS 0 EA0701 EA0701.The North Carolina HARNS have been completed but, EA0701.due to contractual restrictions, coordinates for these stations EA0701.will NOT be published in the near future. In the interim, the EA0701.published coordinates in North Carolina will not be EA0701.consistent with the Continuously Operating Reference Stations EA0701.(CORS). The HARN coordinates for these stations are available EA0701.upon request. Contact Gary Thompson(919-733-3836). EA0701. EA0701.In addition, the published North Carolina positions EA0701.(NAD 83 (1986)) are NOT consistent with those determined in EA0701.adjacent state readjustments. The discontinuity between stations EA0701.located in North Carolina and those in adjacent states EA0701.which have been adjusted to the HARN may be as much as 5 EA0701.decimeters. This will result in a significant loss of accuracy EA0701.over lines crossing such state borders. EA0701 EA0701 EA0701.The horizontal coordinates were established by classical geodetic methods EA0701.and adjusted by the National Geodetic Survey in July 1986. EA0701 EA0701.The orthometric height was determined by differential leveling EA0701.and adjusted by the National Geodetic Survey in June 1991. EA0701 EA0701.The Laplace correction was computed from DEFLEC99 derived deflections. EA0701 EA0701.The geoid height was determined by GEOID03. EA0701 EA0701.The dynamic height is computed by dividing the NAVD 88 EA0701.geopotential number by the normal gravity value computed on the EA0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0701.degrees latitude (g = 980.6199 gals.). EA0701 EA0701.The modeled gravity was interpolated from observed gravity values. EA0701 EA0701; North East Units Scale Factor Converg. EA0701;SPC NC - 69,512.966 735,723.833 MT 0.99999038 +0 47 29.1 EA0701;SPC NC - 228,060.46 2,413,787.28 sFT 0.99999038 +0 47 29.1 EA0701;UTM 18 - 3,806,177.122 258,258.933 MT 1.00032039 -1 29 05.0 EA0701 EA0701! - Elev Factor x Scale Factor = Combined Factor EA0701!SPC NC - 1.00000554 x 0.99999038 = 0.99999592 EA0701!UTM 18 - 1.00000554 x 1.00032039 = 1.00032593 EA0701 EA0701 SUPERSEDED SURVEY CONTROL EA0701 EA0701 NAD 27 - 34 22 06.94800(N) 077 37 44.78100(W) AD( ) 2 EA0701 NGVD 29 (??/??/92) 2.352 (m) 7.72 (f) ADJ UNCH 2 0 EA0701 EA0701.Superseded values are not recommended for survey control. EA0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0701.See file dsdata.txt to determine how the superseded data were derived. EA0701 EA0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5825906177(NAD 83) EA0701_MARKER: DE = TRAVERSE STATION DISK EA0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA0701_STAMPING: RANGE ONE 1947 EA0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0701+STABILITY: SURFACE MOTION EA0701 EA0701 HISTORY - Date Condition Report By EA0701 HISTORY - 1947 MONUMENTED CGS EA0701 HISTORY - 1947 GOOD CGS EA0701 HISTORY - 19840101 MARK NOT FOUND NCGS EA0701 EA0701 STATION DESCRIPTION EA0701 EA0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CRR) EA0701'THIS IS A TRAVERSE STATION. EA0701' EA0701'THE STATION IS LOCATED ON THE SOUTHEASTERN END OF TOPSAIL ISLAND EA0701'ABOUT 6 MILES SOUTHEAST OF SEARS LANDING ON THE INLAND SIDE OF EA0701'THE ISLAND. IT IS DIRECTLY IN FRONT OF A WOODEN RANGE TOWER, 12 EA0701'FEET SOUTH OF THE EAST LEG AND 10 FEET EAST OF THE SOUTH LEG OF EA0701'THE TOWER. THE MARK IS FLUSH WITH THE GROUND AND THE DISK, A EA0701'STANDARD TRIANGULATION DISK, IS STAMPED RANGE ONE 1947. EA0701' EA0701'TO REACH THE STATION FROM SEARS LANDING, GO ACROSS THE BRIDGE EA0701'TOWARDS THE OCEAN FOR 0.5 MILE, TURN RIGHT GO 6.25 MILES TO A SIDE EA0701'ROAD RIGHT, TURN RIGHT AND GO 0.1 MILE TO A WOODEN RANGE TOWER EA0701'AND THE STATION AS DESCRIBED. EA0701' EA0701'AN ELEVATION HAS BEEN DETERMINED. EA0701' EA0701'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CAMERA EA0701'AND THE DISTANCE WAS FOUND TO BE 175.447 METERS. EA0701 EA0701 STATION RECOVERY (1947) EA0701 EA0701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 EA0701'11.4 MI SW FROM HOLLYRIDGE. EA0701'5.25 MILES SOUTH ALONG THE SEARS LANDING ROAD FROM THE RAILROAD EA0701'STATION AT HOLLYRIDGE, THENCE 6.15 MILES SOUTHWEST ALONG THE SAND EA0701'SPIT ROAD, ON THE SAND SPIT BETWEEN NEW TOPSAIL INLET AND NEW RIVER EA0701'INLET, 0.1 MILE NORTHWEST OF THE SAND SPIT ROAD, IN LINE WITH EA0701'THE EXTENSION TO NORTHWEST OF THE CENTERLINE OF THE MARL COVERED EA0701'ROAD LEADING TO THE RANGE TOWER (FRAME), 41.0 FEET SOUTHEAST OF THE EA0701'SOUTHEAST BANK OF THE BANKS CHANNEL, 10.5 FEET SOUTH OF THE EAST EA0701'LEG OF THE FRAME RANGE TOWER, 9.0 FEET EAST OF THE SOUTH LEG OF THE EA0701'TOWER, 1.3 FEET NORTHEAST OF A WHITE REFERENCE POST, SET IN THE EA0701'TOP OF A CONCRETE POST FLUSH WITH THE GROUND. EA0701 EA0701 STATION RECOVERY (1984) EA0701 EA0701'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) EA0701'MARK NOT FOUND, PROBABLY LOST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1080 *********************************************************************** EA1080 DESIGNATION - RAY EA1080 PID - EA1080 EA1080 STATE/COUNTY- NC/PENDER EA1080 USGS QUAD - MAPLE HILL (1981) EA1080 EA1080 *CURRENT SURVEY CONTROL EA1080 ___________________________________________________________________ EA1080* NAD 83(1986)- 34 41 27.32798(N) 077 40 22.37866(W) ADJUSTED EA1080* NAVD 88 - 22.103 (meters) 72.52 (feet) ADJUSTED EA1080 ___________________________________________________________________ EA1080 LAPLACE CORR- -3.01 (seconds) DEFLEC99 EA1080 GEOID HEIGHT- -36.88 (meters) GEOID03 EA1080 DYNAMIC HT - 22.082 (meters) 72.45 (feet) COMP EA1080 MODELED GRAV- 979,672.4 (mgal) NAVD 88 EA1080 EA1080 HORZ ORDER - SECOND EA1080 VERT ORDER - SECOND CLASS II EA1080 EA1080.The North Carolina HARNS have been completed but, EA1080.due to contractual restrictions, coordinates for these stations EA1080.will NOT be published in the near future. In the interim, the EA1080.published coordinates in North Carolina will not be EA1080.consistent with the Continuously Operating Reference Stations EA1080.(CORS). The HARN coordinates for these stations are available EA1080.upon request. Contact Gary Thompson(919-733-3836). EA1080. EA1080.In addition, the published North Carolina positions EA1080.(NAD 83 (1986)) are NOT consistent with those determined in EA1080.adjacent state readjustments. The discontinuity between stations EA1080.located in North Carolina and those in adjacent states EA1080.which have been adjusted to the HARN may be as much as 5 EA1080.decimeters. This will result in a significant loss of accuracy EA1080.over lines crossing such state borders. EA1080 EA1080 EA1080.The horizontal coordinates were established by classical geodetic methods EA1080.and adjusted by the National Geodetic Survey in July 1986. EA1080 EA1080.The orthometric height was determined by differential leveling EA1080.and adjusted by the National Geodetic Survey in June 1991. EA1080 EA1080.The Laplace correction was computed from DEFLEC99 derived deflections. EA1080 EA1080.The geoid height was determined by GEOID03. EA1080 EA1080.The dynamic height is computed by dividing the NAVD 88 EA1080.geopotential number by the normal gravity value computed on the EA1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1080.degrees latitude (g = 980.6199 gals.). EA1080 EA1080.The modeled gravity was interpolated from observed gravity values. EA1080 EA1080; North East Units Scale Factor Converg. EA1080;SPC NC - 105,190.729 731,191.754 MT 0.99992017 +0 45 57.5 EA1080;SPC NC - 345,113.25 2,398,918.28 sFT 0.99992017 +0 45 57.5 EA1080;UTM 18 - 3,842,020.560 255,149.913 MT 1.00033899 -1 31 19.3 EA1080 EA1080! - Elev Factor x Scale Factor = Combined Factor EA1080!SPC NC - 1.00000232 x 0.99992017 = 0.99992249 EA1080!UTM 18 - 1.00000232 x 1.00033899 = 1.00034131 EA1080 EA1080: Primary Azimuth Mark Grid Az EA1080:SPC NC - KATHY 042 29 59.3 EA1080:UTM 18 - KATHY 044 47 16.1 EA1080 EA1080|---------------------------------------------------------------------| EA1080| PID Reference Object Distance Geod. Az | EA1080| dddmmss.s | EA1080| EA1030 KATHY APPROX. 1.7 KM 0431556.8 | EA1080|---------------------------------------------------------------------| EA1080 EA1080 SUPERSEDED SURVEY CONTROL EA1080 EA1080 NAD 27 - 34 41 26.72327(N) 077 40 23.46358(W) AD( ) 2 EA1080 NGVD 29 (??/??/92) 22.409 (m) 73.52 (f) ADJ UNCH 2 2 EA1080 EA1080.Superseded values are not recommended for survey control. EA1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1080.See file dsdata.txt to determine how the superseded data were derived. EA1080 EA1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5515042021(NAD 83) EA1080_MARKER: DD = SURVEY DISK EA1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1080_STAMPING: RAY 1974 EA1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1080+STABILITY: SURFACE MOTION EA1080 EA1080 HISTORY - Date Condition Report By EA1080 HISTORY - 1974 MONUMENTED NCGS EA1080 HISTORY - 1974 GOOD NCGS EA1080 EA1080 STATION DESCRIPTION EA1080 EA1080'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA1080'RAY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EA1080'VICINITY OF BURGAW, NORTH CAROLINA. EA1080' EA1080'RAY IS LOCATED APPROXIMATELY 17.4 MILES ENE OF BURGAW AND 2.5 EA1080'MILES NORTHEAST OF MAPLE HILL. TO REACH STATION FROM INTERSECTION EA1080'OF NC 53 AND NC 50 NORTHWEST OF MAPLE HILL, PROCEED EASTERLY ALONG EA1080'NC 53 FOR 2.7 MILES TO STATION ON RIGHT, ACROSS HIGHWAY FROM AND EA1080'NEAR THE MIDPOINT BETWEEN TWO BRICK HOUSES, AND 1.3 MILES EA1080'NORTHEAST OF INTERSECTION WITH SR 1520. EA1080' EA1080'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1080'RAY 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EA1080'IS FLUSH WITH THE SURFACE OF THE GROUND. EA1080' EA1080'MARK IS 33.7 FT SE OF C/L OF NC 53 EA1080' EA1080'68.6 FT SE OF TELEPHONE PEDESTAL BOX EA1080' EA1080'46.6 FT SW OF 12 INCH PINE WITH ALUMINUM REF. TAG EA1080' EA1080'41.9 FT NW OF 12 INCH PINE WITH ALUMINUM REF. TAG EA1080' EA1080'52.8 FT N OF 12 INCH PINE WITH ALUMINUM REF. TAG EA1080' EA1080'38.3 FT SW OF 12 INCH PINE WITH ALUMINUM REF. TAG EA1080 EA1080 STATION RECOVERY (1974) EA1080 EA1080'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 EA1080'2.5 MI NE FROM MAPLE HILL. EA1080'STATION IS LOCATED APPROXIMATELY 17.4 MILES ENE OF BURGAW. TO REACH EA1080'STATION FROM THE INTERSECTION OF NC 53 AND NC 50 NORTHWEST OF MAPLE EA1080'HILL, PROCEED EASTERLY ALONG NC 53 FOR 2.7 MILES TO STATION ON RIGHT, EA1080'ACROSS HIGHWAY FROM AND NEAR THE MIDPOINT BETWEEN TWO BRICK HOUSES, EA1080'AND 1.3 MILES NORTHEAST OF INTERSECTION WITH SR 1520. 33.7 FT. SE OF EA1080'C/L OF NC 53, 68.6 FT. SE OF TELEPHONE PEDESTAL BOX, 46.6 FT. SW OF 12 EA1080'INCH PINE WITH ALUMINUM REF. TAG, 41.9 FT. NW OF 12 INCH PINE WITH EA1080'ALUMINUM REF. TAG, 52.8 FT. N OF 12 INCH PINE WITH ALUMINUM REF. TAG, EA1080'AND 38.3 FT. SW OF 12 INCH PINE WITH ALUMINUM REF. TAG. DISK IS SET EA1080'IN CONCRETE CYLINDER, FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0909 *********************************************************************** EA0909 DESIGNATION - READES EA0909 PID - EA0909 EA0909 STATE/COUNTY- NC/PENDER EA0909 USGS QUAD - BURGAW (1988) EA0909 EA0909 *CURRENT SURVEY CONTROL EA0909 ___________________________________________________________________ EA0909* NAD 83(1986)- 34 33 32.19914(N) 077 55 09.82886(W) ADJUSTED EA0909* NAVD 88 - 14.484 (meters) 47.52 (feet) ADJUSTED EA0909 ___________________________________________________________________ EA0909 LAPLACE CORR- -4.17 (seconds) DEFLEC99 EA0909 GEOID HEIGHT- -36.41 (meters) GEOID03 EA0909 DYNAMIC HT - 14.470 (meters) 47.47 (feet) COMP EA0909 MODELED GRAV- 979,676.0 (mgal) NAVD 88 EA0909 EA0909 HORZ ORDER - SECOND EA0909 VERT ORDER - SECOND CLASS II EA0909 EA0909.The North Carolina HARNS have been completed but, EA0909.due to contractual restrictions, coordinates for these stations EA0909.will NOT be published in the near future. In the interim, the EA0909.published coordinates in North Carolina will not be EA0909.consistent with the Continuously Operating Reference Stations EA0909.(CORS). The HARN coordinates for these stations are available EA0909.upon request. Contact Gary Thompson(919-733-3836). EA0909. EA0909.In addition, the published North Carolina positions EA0909.(NAD 83 (1986)) are NOT consistent with those determined in EA0909.adjacent state readjustments. The discontinuity between stations EA0909.located in North Carolina and those in adjacent states EA0909.which have been adjusted to the HARN may be as much as 5 EA0909.decimeters. This will result in a significant loss of accuracy EA0909.over lines crossing such state borders. EA0909 EA0909 EA0909.The horizontal coordinates were established by classical geodetic methods EA0909.and adjusted by the National Geodetic Survey in July 1986. EA0909 EA0909.The orthometric height was determined by differential leveling EA0909.and adjusted by the National Geodetic Survey in June 1991. EA0909 EA0909.The Laplace correction was computed from DEFLEC99 derived deflections. EA0909 EA0909.The geoid height was determined by GEOID03. EA0909 EA0909.The dynamic height is computed by dividing the NAVD 88 EA0909.geopotential number by the normal gravity value computed on the EA0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0909.degrees latitude (g = 980.6199 gals.). EA0909 EA0909.The modeled gravity was interpolated from observed gravity values. EA0909 EA0909; North East Units Scale Factor Converg. EA0909;SPC NC - 90,277.630 708,766.488 MT 0.99994516 +0 37 25.3 EA0909;SPC NC - 296,185.86 2,325,344.72 sFT 0.99994516 +0 37 25.3 EA0909;UTM 18 - 3,828,006.490 232,137.022 MT 1.00048448 -1 39 25.3 EA0909;UTM 17 - 3,828,446.360 782,659.088 MT 1.00058491 +1 44 55.1 EA0909 EA0909! - Elev Factor x Scale Factor = Combined Factor EA0909!SPC NC - 1.00000344 x 0.99994516 = 0.99994860 EA0909!UTM 18 - 1.00000344 x 1.00048448 = 1.00048792 EA0909!UTM 17 - 1.00000344 x 1.00058491 = 1.00058835 EA0909 EA0909: Primary Azimuth Mark Grid Az EA0909:SPC NC - BRYANT 033 39 04.8 EA0909:UTM 18 - BRYANT 035 55 55.4 EA0909:UTM 17 - BRYANT 032 31 35.0 EA0909 EA0909|---------------------------------------------------------------------| EA0909| PID Reference Object Distance Geod. Az | EA0909| dddmmss.s | EA0909| EA0984 BRYANT APPROX. 1.9 KM 0341630.1 | EA0909| EA0910 MOTEL 209.810 METERS 31735 | EA0909|---------------------------------------------------------------------| EA0909 EA0909 SUPERSEDED SURVEY CONTROL EA0909 EA0909 NAD 27 - 34 33 31.60397(N) 077 55 10.86485(W) AD( ) 2 EA0909 NGVD 29 (??/??/92) 14.775 (m) 48.47 (f) ADJ UNCH 2 2 EA0909 EA0909.Superseded values are not recommended for survey control. EA0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0909.See file dsdata.txt to determine how the superseded data were derived. EA0909 EA0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3213728006(NAD 83) EA0909_MARKER: DD = SURVEY DISK EA0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA0909_STAMPING: READES 1974 EA0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0909+STABILITY: SURFACE MOTION EA0909 EA0909 HISTORY - Date Condition Report By EA0909 HISTORY - 1974 MONUMENTED NCGS EA0909 HISTORY - 1975 GOOD NCGS EA0909 EA0909 STATION DESCRIPTION EA0909 EA0909'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA0909'READES IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA0909'THE VICINITY OF BURGAW, NORTH CAROLINA. EA0909' EA0909'READES IS LOCATED IN THE NORTHEAST SECTION OF BURGAW. STATION IS EA0909'0.7 MILE NORTHEAST OF COURTHOUSE IN BURGAW, IN THE SOUTHERNMOST EA0909'QUADRANT OF INTERSECTION OF U.S. 117 BYPASS AND NC 53, AND NEAR EA0909'READES RESTAURANT. EA0909' EA0909'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0909'READES 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA0909'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EA0909' EA0909'MARK IS 21.8 FT SE OF C/L OF NC 53 EA0909' EA0909'63.7 FT SW OF C/L OF U.S. 117 BYPASS EA0909' EA0909'35.2 FT NW OF PP WITH ALUMINUM REF. TAG AND WITH TRANSFORMER EA0909' EA0909'12.1 FT W OF PP WITH ALUMINUM REF. TAG EA0909 EA0909 STATION RECOVERY (1975) EA0909 EA0909'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0909'IN BURGAW. EA0909'STATION IS LOCATED 0.7 MILE NORTHEAST OF COURTHOUSE IN BURGAW, IN THE EA0909'SOUTHERNMOST QUADRANT OF INTERSECTION OF US 117 BYPASS AND NC 53, AND EA0909'NEAR READES RESTAURANT. 21.8 FT. SE OF C/L OF NC 53, 63.7 FT. SW OF EA0909'C/L OF US 117 BYPASS, 35.2 FT. NW OF PP WITH ALUMINUM REF. TAG AND EA0909'WITH TRANSFORMER, AND 12.1 FT. W OF PP WITH ALUMINUM REF. TAG. DISK EA0909'IS SET IN CONCRETE CYLINDER, FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2566 *********************************************************************** EA2566 DESIGNATION - RICH EA2566 PID - EA2566 EA2566 STATE/COUNTY- NC/PENDER EA2566 USGS QUAD - HAMPSTEAD (1970) EA2566 EA2566 *CURRENT SURVEY CONTROL EA2566 ___________________________________________________________________ EA2566* NAD 83(1986)- 34 17 58.79976(N) 077 42 39.92674(W) ADJUSTED EA2566* NAVD 88 - 8. (meters) 26. (feet) SCALED EA2566 ___________________________________________________________________ EA2566 LAPLACE CORR- -3.49 (seconds) DEFLEC99 EA2566 GEOID HEIGHT- -37.30 (meters) GEOID03 EA2566 EA2566 HORZ ORDER - THIRD EA2566 EA2566.The North Carolina HARNS have been completed but, EA2566.due to contractual restrictions, coordinates for these stations EA2566.will NOT be published in the near future. In the interim, the EA2566.published coordinates in North Carolina will not be EA2566.consistent with the Continuously Operating Reference Stations EA2566.(CORS). The HARN coordinates for these stations are available EA2566.upon request. Contact Gary Thompson(919-733-3836). EA2566. EA2566.In addition, the published North Carolina positions EA2566.(NAD 83 (1986)) are NOT consistent with those determined in EA2566.adjacent state readjustments. The discontinuity between stations EA2566.located in North Carolina and those in adjacent states EA2566.which have been adjusted to the HARN may be as much as 5 EA2566.decimeters. This will result in a significant loss of accuracy EA2566.over lines crossing such state borders. EA2566 EA2566 EA2566.The horizontal coordinates were established by classical geodetic methods EA2566.and adjusted by the National Geodetic Survey in July 1986. EA2566 EA2566.The orthometric height was scaled from a topographic map. EA2566 EA2566.The Laplace correction was computed from DEFLEC99 derived deflections. EA2566 EA2566.The geoid height was determined by GEOID03. EA2566 EA2566; North East Units Scale Factor Converg. EA2566;SPC NC - 61,747.189 728,254.850 MT 1.00000949 +0 44 38.1 EA2566;SPC NC - 202,582.24 2,389,282.79 sFT 1.00000949 +0 44 38.1 EA2566;UTM 18 - 3,798,711.293 250,484.983 MT 1.00036749 -1 31 42.8 EA2566 EA2566! - Elev Factor x Scale Factor = Combined Factor EA2566!SPC NC - 1.00000465 x 1.00000949 = 1.00001414 EA2566!UTM 18 - 1.00000465 x 1.00036749 = 1.00037214 EA2566 EA2566: Primary Azimuth Mark Grid Az EA2566:SPC NC - FOEY 221 09 53.1 EA2566:UTM 18 - FOEY 223 26 14.0 EA2566 EA2566|---------------------------------------------------------------------| EA2566| PID Reference Object Distance Geod. Az | EA2566| dddmmss.s | EA2566| EA2546 FOEY APPROX. 2.6 KM 2215431.2 | EA2566|---------------------------------------------------------------------| EA2566 EA2566 SUPERSEDED SURVEY CONTROL EA2566 EA2566 NAD 27 - 34 17 58.18800(N) 077 42 41.00500(W) AD( ) 3 EA2566 EA2566.Superseded values are not recommended for survey control. EA2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2566.See file dsdata.txt to determine how the superseded data were derived. EA2566 EA2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC5048598711(NAD 83) EA2566_MARKER: DS = TRIANGULATION STATION DISK EA2566_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE EA2566_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EA2566_MARK LOGO: CGS EA2566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA2566 EA2566 HISTORY - Date Condition Report By EA2566 HISTORY - 1914 MONUMENTED CGS EA2566 HISTORY - 1926 MARK NOT FOUND CGS EA2566 HISTORY - 1933 MARK NOT FOUND CGS EA2566 HISTORY - 1964 MARK NOT FOUND CGS EA2566 EA2566 STATION DESCRIPTION EA2566 EA2566'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (CLG) EA2566'THIS STATION IS ON TOP OF THE HIGHEST HILL ON THE EXTREME EA2566'POINT TO THE NE OF RICH INLET. EA2566' EA2566'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN EA2566'CONCRETE IN THE TOP OF A TILE. EA2566 EA2566 STATION RECOVERY (1926) EA2566 EA2566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (KTA) EA2566'STATION NOT RECOVERED. OLD POSITION OF STATION MARK NOW EA2566'UNDERWATER AT HIGH TIDE. EA2566 EA2566 STATION RECOVERY (1933) EA2566 EA2566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JAB) EA2566'THOROUGH SEARCH WAS MADE FOR THIS STATION BUT IT WAS NOT EA2566'FOUND. THE SAND IS LOOSE AND SHIFTING AND THERE HAS BEEN EA2566'CONSIDERABLE WASHING, AND IT IS QUITE UNLIKELY THAT THE STATION EA2566'WILL EVER BE FOUND. EA2566 EA2566 STATION RECOVERY (1964) EA2566 EA2566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA2566'LOST. STATION SEARCHED FOR BUT NOT RECOVERED. THIS STATION EA2566'REPORTED LOST IN 1926 AND 1933. THE SAND DUNES ON THE SOUTHWEST EA2566'END OF THE ISLAND HAVE WASHED AWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB0164 *********************************************************************** EB0164 DESIGNATION - RICHARDS=T 21 EB0164 PID - EB0164 EB0164 STATE/COUNTY- NC/PENDER EB0164 USGS QUAD - LELAND (1984) EB0164 EB0164 *CURRENT SURVEY CONTROL EB0164 ___________________________________________________________________ EB0164* NAD 83(1986)- 34 21 36.09539(N) 078 01 09.83783(W) ADJUSTED EB0164* NAVD 88 - 11.381 (meters) 37.34 (feet) POSTED EB0164 ___________________________________________________________________ EB0164 LAPLACE CORR- -4.16 (seconds) DEFLEC99 EB0164 GEOID HEIGHT- -36.18 (meters) GEOID03 EB0164 DYNAMIC HT - 11.370 (meters) 37.30 (feet) COMP EB0164 MODELED GRAV- 979,686.5 (mgal) NAVD 88 EB0164 EB0164 HORZ ORDER - FIRST EB0164 VERT ORDER - * POSTED, Code A , SEE BELOW EB0164 EB0164.The North Carolina HARNS have been completed but, EB0164.due to contractual restrictions, coordinates for these stations EB0164.will NOT be published in the near future. In the interim, the EB0164.published coordinates in North Carolina will not be EB0164.consistent with the Continuously Operating Reference Stations EB0164.(CORS). The HARN coordinates for these stations are available EB0164.upon request. Contact Gary Thompson(919-733-3836). EB0164. EB0164.In addition, the published North Carolina positions EB0164.(NAD 83 (1986)) are NOT consistent with those determined in EB0164.adjacent state readjustments. The discontinuity between stations EB0164.located in North Carolina and those in adjacent states EB0164.which have been adjusted to the HARN may be as much as 5 EB0164.decimeters. This will result in a significant loss of accuracy EB0164.over lines crossing such state borders. EB0164 EB0164 EB0164.The horizontal coordinates were established by classical geodetic methods EB0164.and adjusted by the National Geodetic Survey in July 1986. EB0164 EB0164.The orthometric height was determined by differential leveling EB0164.and adjusted by the National Geodetic Survey in 1992. EB0164.* This is a POSTED BENCH MARK height. Code A indicates a distribution EB0164.rate of 0.0 thru 1.0 mm/km. EB0164 EB0164.The Laplace correction was computed from DEFLEC99 derived deflections. EB0164 EB0164.The geoid height was determined by GEOID03. EB0164 EB0164.The dynamic height is computed by dividing the NAVD 88 EB0164.geopotential number by the normal gravity value computed on the EB0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB0164.degrees latitude (g = 980.6199 gals.). EB0164 EB0164.The modeled gravity was interpolated from observed gravity values. EB0164 EB0164; North East Units Scale Factor Converg. EB0164;SPC NC - 68,118.056 699,807.689 MT 0.99999271 +0 33 57.5 EB0164;SPC NC - 223,483.99 2,295,952.39 sFT 0.99999271 +0 33 57.5 EB0164;UTM 17 - 3,806,102.626 774,130.554 MT 1.00052640 +1 40 59.8 EB0164;UTM 18 - 3,806,208.209 222,299.860 MT 1.00055069 -1 42 18.8 EB0164 EB0164! - Elev Factor x Scale Factor = Combined Factor EB0164!SPC NC - 1.00000389 x 0.99999271 = 0.99999660 EB0164!UTM 17 - 1.00000389 x 1.00052640 = 1.00053029 EB0164!UTM 18 - 1.00000389 x 1.00055069 = 1.00055459 EB0164 EB0164: Primary Azimuth Mark Grid Az EB0164:SPC NC - HUGGINS=U 21 330 23 16.0 EB0164:UTM 17 - HUGGINS=U 21 329 16 13.7 EB0164:UTM 18 - HUGGINS=U 21 332 39 32.3 EB0164 EB0164|---------------------------------------------------------------------| EB0164| PID Reference Object Distance Geod. Az | EB0164| dddmmss.s | EB0164| EB3756 RICHARDS RM 24.500 METERS 00344 | EB0164| EB3755 RICHARDS AZ MK 3272118.3 | EB0164| EB0165 HUGGINS=U 21 APPROX. 5.4 KM 3305713.5 | EB0164|---------------------------------------------------------------------| EB0164 EB0164 SUPERSEDED SURVEY CONTROL EB0164 EB0164 NAD 27 - 34 21 35.48803(N) 078 01 10.86932(W) AD( ) 1 EB0164 NGVD 29 (07/19/86) 11.66 (m) 38.3 (f) LEVELING 3 EB0164 EB0164.Superseded values are not recommended for survey control. EB0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB0164.See file dsdata.txt to determine how the superseded data were derived. EB0164 EB0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU7413106103(NAD 83) EB0164_MARKER: DS = TRIANGULATION STATION DISK EB0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB0164_STAMPING: RICHARDS 1918 T 21 EB0164_MARK LOGO: CGS EB0164_MAGNETIC: N = NO MAGNETIC MATERIAL EB0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EB0164 EB0164 HISTORY - Date Condition Report By EB0164 HISTORY - 1918 MONUMENTED CGS EB0164 HISTORY - 1933 GOOD CGS EB0164 HISTORY - 1968 GOOD NCGS EB0164 HISTORY - 1968 GOOD CGS EB0164 HISTORY - 1973 GOOD NCGS EB0164 HISTORY - 1980 MARK NOT FOUND NCGS EB0164 EB0164 STATION DESCRIPTION EB0164 EB0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 EB0164'ABOUT 9 MILES NORTH OF RAILROAD STATION AT WILMINGTON, ON ABOUT EB0164'HIGHEST POINT OF SLOWLY RISING HUMP IN TRACK OF ATLANTIC COAST EB0164'LINE RAILROAD, ABOUT 250 YARDS NORTH OF WHISTLE POST ON SOUTHEAST EB0164'SIDE OF TRACK, 106 FEET NORTH OF 12-INCH PINE TREE ACROSS TRACK, EB0164'100 FEET NORTHEAST OF 16-INCH PINE TREE ACROSS TRACK, 15.4 FEET EB0164'NORTHEAST OF NORTHEAST RAIL, AND ABOUT 2 FEET BELOW TRACK. EB0164'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE, EB0164'ABOUT 2 FEET BELOW SURFACE OF FILL OF LOOSE SAND. EB0164'UNDERGROUND MARK IS NAIL IN CONCRETE. EB0164' EB0164'REFERENCE MARK IS A STANDARD EB0164'REFERENCE DISK IN CONCRETE, ABOUT 35 YARDS EAST OF TRACK, EB0164'AND 80.8 FEET FROM STATION N 3 DEG 44 MIN E. EB0164' EB0164'AZIMUTH MARK, ESTABLISHED IN 1933, IS STANDARD EB0164'REFERENCE DISK IN CONCRETE, ON TOP OF BANK ABOUT EB0164'6 FEET ABOVE TRACK, 34.3 FEET SOUTHWEST OF SOUTHWEST RAIL, EB0164'45.6 FEET NORTHEAST OF BLAZED 12-INCH PINE TREE, 51.7 FEET NORTH EB0164'OF BLAZED 9-INCH PINE TREE, AND ABOUT 300 YARDS FROM STATION EB0164'N 32 DEG 38 MIN W. EB0164 EB0164 STATION RECOVERY (1968) EB0164 EB0164'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EB0164'RICHARDS 1918 T-21 GOOD EB0164' EB0164'RM 1 GOOD EB0164' EB0164'AZ. MARK SEARCHED FOR, BUT NOT LOCATED. EB0164' EB0164'TO REACH STATION FROM THE JUNCTION OF U.S. 421, 74, 76, AND NC 133 EB0164'AT WEST SIDE OF CAPE FEAR RIVER, GO NORTH ON U.S. 421 FOR 8.5 MILES EB0164'TO TURNOUT ON WEST SIDE OF U.S. 421. PARK VEHICLE AND WALK ABOUT EB0164'200 YARDS WSW TO RR, AND STATION. EB0164' EB0164'15.4 FT NE OF NE RAIL EB0164' EB0164'6.0 FT WSW OF 6 IN WITNESS POST WITH NCGS TAG EB0164' EB0164'85.5 FT SSE OF TP ON E BANK OF RR WITH NCGS TAG EB0164' EB0164'63.4 FEET SW OF 12 INCH BLAZED PINE WITH NCGS TAG EB0164 EB0164 STATION RECOVERY (1968) EB0164 EB0164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 EB0164'9 MI N FROM WILMINGTON. EB0164'TO REACH STATION FROM THE JUNCTION OF US 421, 74, 76 AND NC 133 EB0164'AT WEST SIDE OF CAPE FEAR RIVER, GO NORTH ON US 421 FOR 8.5 MILES EB0164'TO TURNOUT ON WEST SIDE OF US 421. PARK VEHICLE AND WALK ABOUT EB0164'200 YARDS WSW TO RR AND STATION. 15.4 FEET NE OF NE RAIL, 6.0 FT. EB0164'WSW OF 6 INCH WITNESS POST WITH NCGS TAG, 85.5 FT. SSE OF TELEPHONE EB0164'POLE ON E BANK OF RR WITH NCGS TAG, 63.4 FT. SW OF 12 INCH EB0164'BLAZED PINE WITH NCGS TAG. EB0164 EB0164 STATION RECOVERY (1973) EB0164 EB0164'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB0164'RICHARDS GOOD AS DESCRIBED EB0164' EB0164'RM NOT SEARCHED FOR EB0164' EB0164'AZ. MARK NOT SEARCHED FOR EB0164' EB0164'STATION WAS NOT USED AS IT WAS NOT CONVENIENT TO TRAVERSE FROM EB0164'U.S. 421. EB0164 EB0164 STATION RECOVERY (1980) EB0164 EB0164'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EB0164'THE STATION WAS SEARCHED FOR BUT NOT FOUND. THE GROUND WAS COVERED EB0164'WITH SNOW AT THIS TIME. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2520 *********************************************************************** EA2520 DESIGNATION - RIDGE EA2520 PID - EA2520 EA2520 STATE/COUNTY- NC/PENDER EA2520 USGS QUAD - HOLLY RIDGE (1997) EA2520 EA2520 *CURRENT SURVEY CONTROL EA2520 ___________________________________________________________________ EA2520* NAD 83(1986)- 34 27 04.17243(N) 077 36 53.71681(W) ADJUSTED EA2520* NAVD 88 - 19.5 (meters) 64. (feet) VERTCON EA2520 ___________________________________________________________________ EA2520 LAPLACE CORR- -3.13 (seconds) DEFLEC99 EA2520 GEOID HEIGHT- -37.24 (meters) GEOID03 EA2520 EA2520 HORZ ORDER - FIRST EA2520 EA2520.The North Carolina HARNS have been completed but, EA2520.due to contractual restrictions, coordinates for these stations EA2520.will NOT be published in the near future. In the interim, the EA2520.published coordinates in North Carolina will not be EA2520.consistent with the Continuously Operating Reference Stations EA2520.(CORS). The HARN coordinates for these stations are available EA2520.upon request. Contact Gary Thompson(919-733-3836). EA2520. EA2520.In addition, the published North Carolina positions EA2520.(NAD 83 (1986)) are NOT consistent with those determined in EA2520.adjacent state readjustments. The discontinuity between stations EA2520.located in North Carolina and those in adjacent states EA2520.which have been adjusted to the HARN may be as much as 5 EA2520.decimeters. This will result in a significant loss of accuracy EA2520.over lines crossing such state borders. EA2520 EA2520 EA2520.The horizontal coordinates were established by classical geodetic methods EA2520.and adjusted by the National Geodetic Survey in July 1986. EA2520 EA2520.The NAVD 88 height was computed by applying the VERTCON shift value to EA2520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2520 EA2520.The Laplace correction was computed from DEFLEC99 derived deflections. EA2520 EA2520.The geoid height was determined by GEOID03. EA2520 EA2520; North East Units Scale Factor Converg. EA2520;SPC NC - 78,669.531 736,872.940 MT 0.99996945 +0 47 57.9 EA2520;SPC NC - 258,101.62 2,417,557.30 sFT 0.99996945 +0 47 57.9 EA2520;UTM 18 - 3,815,283.843 259,771.560 MT 1.00031139 -1 28 47.9 EA2520 EA2520! - Elev Factor x Scale Factor = Combined Factor EA2520!SPC NC - 1.00000279 x 0.99996945 = 0.99997224 EA2520!UTM 18 - 1.00000279 x 1.00031139 = 1.00031418 EA2520 EA2520: Primary Azimuth Mark Grid Az EA2520:SPC NC - RIDGE AZ MK 232 07 57.3 EA2520:UTM 18 - RIDGE AZ MK 234 24 43.1 EA2520 EA2520|---------------------------------------------------------------------| EA2520| PID Reference Object Distance Geod. Az | EA2520| dddmmss.s | EA2520| EA3712 RIDGE RM 1 20.428 METERS 10024 | EA2520| EA3081 RIDGE RM 2 26.058 METERS 23007 | EA2520| EA3711 RIDGE AZ MK 2325555.2 | EA2520| EA2521 RIDGE RM A 39.485 METERS 32921 | EA2520|---------------------------------------------------------------------| EA2520 EA2520 SUPERSEDED SURVEY CONTROL EA2520 EA2520 NAD 27 - 34 27 03.56963(N) 077 36 54.81572(W) AD( ) 1 EA2520 NGVD 29 (07/19/86) 19.8 (m) 65. (f) VERT ANG EA2520 EA2520.Superseded values are not recommended for survey control. EA2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2520.See file dsdata.txt to determine how the superseded data were derived. EA2520 EA2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5977215284(NAD 83) EA2520_MARKER: DH = HORIZONTAL CONTROL DISK EA2520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2520_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA2520_STAMPING: RIDGE 1965 EA2520_MARK LOGO: CGS EA2520_MAGNETIC: O = OTHER; SEE DESCRIPTION EA2520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2520+STABILITY: SURFACE MOTION EA2520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA2520+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1999 EA2520 EA2520 HISTORY - Date Condition Report By EA2520 HISTORY - 1965 MONUMENTED CGS EA2520 HISTORY - 1967 GOOD CGS EA2520 HISTORY - 1970 POOR USGS EA2520 HISTORY - 1985 POOR NCGS EA2520 HISTORY - 19990722 SEE DESCRIPTION NCGS EA2520 EA2520 STATION DESCRIPTION EA2520 EA2520'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LGB) EA2520'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF HOLLY EA2520'RIDGE AT THE SOUTHEAST EDGE OF THE HOLLY SHELTER GAME AREA, ON EA2520'THE NORTHWEST SIDE OF U.S. HIGHWAY 17 AND ON PROPERTY OWNED BY EA2520'THE INTERNATIONAL PAPER COMPANY. EA2520' EA2520'TO REACH THE STATION FROM THE POST OFFICE IN HOLLY RIDGE, GO EA2520'SOUTHWESTERLY ON U.S. HIGHWAY 17 FOR 4.4 MILES TO THE JUNCTION EA2520'OF STATE ROAD 210 ON THE LEFT. CONTINUE SOUTHWEST ON HIGHWAY EA2520'17 FOR 0.5 MILE TO THE STATION ON THE RIGHT. EA2520' EA2520'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED RIDGE 1965, EA2520'SET IN THE TOP OF A ROUND CONCRETE POST 12-INCHES IN DIAMETER EA2520'AND FLUSH WITH THE SURFACE OF THE GROUND. IT IS 85 FEET NORTH EA2520'OF THE CENTER OF HIGHWAY 17, 23 FEET NORTHEAST OF A 10-INCH PINE EA2520'TREE AND 4.3 FEET WEST OF A WITNESS POST WITH SIGN ATTACHED. THE EA2520'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT EA2520'40-INCHES BELOW THE SURFACE OF THE GROUND. EA2520' EA2520'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED RIDGE NO 1 1965, EA2520'SET IN THE TOP OF A ROUND CONCRETE POST 12-INCHES IN DIAMETER THAT EA2520'PROJECTS 1 INCH ABOVE THE GROUND. IT IS 42 FEET NORTH OF THE EA2520'CENTER OF HIGHWAY 17 AND 21 FEET SOUTHEAST OF AN 8-INCH PINE EA2520'TREE. EA2520' EA2520'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED RIDGE NO 2 EA2520'1965, SET IN THE TOP OF A ROUND CONCRETE POST 12-INCHES IN DIAMETER EA2520'AND FLUSH WITH THE GROUND. IT IS 70 FEET NORTH OF THE CENTER EA2520'OF HIGHWAY 17, 11.5 FEET EAST OF THE CENTER OF A TRACK ROAD AND EA2520'4.3 FEET SOUTH-SOUTHEAST OF A 6-INCH PINE TREE. EA2520' EA2520'AZIMUTH MARK IS A STANDARD DISK STAMPED RIDGE 1965, SET IN THE EA2520'TOP OF A ROUND CONCRETE POST 12-INCHES IN DIAMETER THAT PROJECTS EA2520'6 INCHES ABOVE THE GROUND. IT IS 93 FEET NORTH OF THE NORTHWEST EA2520'CORNER OF A BRICK HOUSE. 58 FEET WEST OF THE DRIVEWAY LEADING TO EA2520'THE HOUSE, 50 FEET SOUTH OF THE CENTER OF HIGHWAY 17, 9.6 FEET EA2520'NORTHEAST OF A 15-INCH PINE TREE AND 3.2 FEET NORTH OF A WITNESS EA2520'POST WITH SIGN ATTACHED. EA2520' EA2520'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY ON EA2520'HIGHWAY 17 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT. EA2520' EA2520'HEIGHT OF LIGHT ABOVE STATION MARK 30.47 METERS. EA2520 EA2520 STATION RECOVERY (1967) EA2520 EA2520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCB) EA2520'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO EA2520'BE IN GOOD CONDITION. THE ORIGINAL DESCRIPTION IS ADEQUATE. THE EA2520'STATE FOREST SERVICE IS PLANNING ON BUILDING A FIRE LOOKOUT TOWER EA2520'IN THE VICINITY OF STATION. EA2520' EA2520'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EA2520'4-1/2 MILES SOUTHWEST OF HOLLY RIDGE. EA2520 EA2520 STATION RECOVERY (1970) EA2520 EA2520'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (CBD) EA2520'DISK SHEARED OFF - POST IN PLACE EA2520' EA2520'2 REF. MARK OK EA2520' EA2520'1 REF. MARK TILTED EA2520' EA2520'AZ. MARK OK EA2520 EA2520 STATION RECOVERY (1985) EA2520 EA2520'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HDM) EA2520'THE STATION WAS RECOVERED AT THIS DATE. EA2520'THE STATION MARK WAS RECOVERED WITH THE TOP BROKEN OFF AND THE DISK EA2520'MISSING. A NEW SURFACE MARK WAS SET DIRECTLY OVER THE UNDERGROUND EA2520'MARK. REFERENCE MARK N0 1 WAS RECOVERED DISTURBED. REFERENCE MARK NO EA2520'2 WAS RECOVERED AND APPEARS TO HAVE BEEN STRUCK ON THE NORTH SIDE. EA2520'THE DISTANCE TO REFERENCE MARK NO 2 WAS NOTED TO BE 0.027 METER EA2520'LONGER. EA2520' EA2520'NCGS EA2520 EA2520 STATION RECOVERY (1999) EA2520 EA2520'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH) EA2520'DESTROYED, DISK RETREIVED THIS DATE. RIDGE AZ MARK WAS FOUND IN GOOD EA2520'CONDITION WITH THE FOLLOWING ADDITIONS. MARK IS 2.5 FT (0.8 M) SOUTH EA2520'OF A WITNESS POST, AND 3.8 FT (1.2 M) SOUTHWEST OF TELEPHONE PEDESTAL EA2520'(135E). RIDGE RM 3 WAS NOT FOUND, MAY BE LOST. RIDGE RM A WAS EA2520'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION. MARK IS EA2520'RECESSED 6 INCHES BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA3080 *********************************************************************** EA3080 DESIGNATION - RIDGE RESET EA3080 PID - EA3080 EA3080 STATE/COUNTY- NC/PENDER EA3080 USGS QUAD - HOLLY RIDGE (1997) EA3080 EA3080 *CURRENT SURVEY CONTROL EA3080 ___________________________________________________________________ EA3080* NAD 83(1986)- 34 27 04.16818(N) 077 36 53.71593(W) ADJUSTED EA3080* NAVD 88 - 18.98 (meters) 62.3 (feet) RESET EA3080 ___________________________________________________________________ EA3080 LAPLACE CORR- -3.13 (seconds) DEFLEC99 EA3080 GEOID HEIGHT- -37.24 (meters) GEOID03 EA3080 EA3080 HORZ ORDER - SECOND EA3080 VERT ORDER - THIRD EA3080 EA3080.The North Carolina HARNS have been completed but, EA3080.due to contractual restrictions, coordinates for these stations EA3080.will NOT be published in the near future. In the interim, the EA3080.published coordinates in North Carolina will not be EA3080.consistent with the Continuously Operating Reference Stations EA3080.(CORS). The HARN coordinates for these stations are available EA3080.upon request. Contact Gary Thompson(919-733-3836). EA3080. EA3080.In addition, the published North Carolina positions EA3080.(NAD 83 (1986)) are NOT consistent with those determined in EA3080.adjacent state readjustments. The discontinuity between stations EA3080.located in North Carolina and those in adjacent states EA3080.which have been adjusted to the HARN may be as much as 5 EA3080.decimeters. This will result in a significant loss of accuracy EA3080.over lines crossing such state borders. EA3080 EA3080 EA3080.The horizontal coordinates were established by classical geodetic methods EA3080.and adjusted by the National Geodetic Survey in July 1999. EA3080 EA3080.The orthometric height was computed from unverified reset data. EA3080.No vertical observational check was made to the station. EA3080 EA3080.The Laplace correction was computed from DEFLEC99 derived deflections. EA3080 EA3080.The geoid height was determined by GEOID03. EA3080 EA3080; North East Units Scale Factor Converg. EA3080;SPC NC - 78,669.401 736,872.964 MT 0.99996945 +0 47 57.9 EA3080;SPC NC - 258,101.19 2,417,557.38 sFT 0.99996945 +0 47 57.9 EA3080;UTM 18 - 3,815,283.712 259,771.579 MT 1.00031139 -1 28 47.9 EA3080 EA3080! - Elev Factor x Scale Factor = Combined Factor EA3080!SPC NC - 1.00000287 x 0.99996945 = 0.99997232 EA3080!UTM 18 - 1.00000287 x 1.00031139 = 1.00031426 EA3080 EA3080 SUPERSEDED SURVEY CONTROL EA3080 EA3080 NAVD 88 (07/28/99) 18.98 (m) 62.3 (f) LEVELING 3 EA3080 EA3080.Superseded values are not recommended for survey control. EA3080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA3080.See file dsdata.txt to determine how the superseded data were derived. EA3080 EA3080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5977215284(NAD 83) EA3080_MARKER: DS = TRIANGULATION STATION DISK EA3080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA3080_SP_SET: CONCRETE POST EA3080_STAMPING: RIDGE 1965 1985 EA3080_MARK LOGO: NGS EA3080_PROJECTION: FLUSH EA3080_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EA3080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA3080+STABILITY: SURFACE MOTION EA3080_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EA3080+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1988 EA3080 EA3080 HISTORY - Date Condition Report By EA3080 HISTORY - 1985 MONUMENTED NGS EA3080 HISTORY - 1985 GOOD USPSQD EA3080 HISTORY - 19880522 GOOD NCGS EA3080 EA3080 STATION DESCRIPTION EA3080 EA3080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 EA3080'7.2 KM (4.45 MI) SW FROM HOLLY RIDGE. EA3080'13.12 KM (8.15 MI) NORTH ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION EA3080'WITH STATE HIGHWAY 210 IN HAMPSTEAD TO THE MARK ON THE LEFT, 12.0 M EA3080'(39.4 FT) EAST-NORTHEAST OF THE CENTER OF GRAVELED DRIVEWAY, 17.6 M EA3080'(57.7 FT) NORTHEAST OF THE EAST-MOST GATE POST OF THE WEST-MOST GATE, EA3080'20.8 M (68.2 FT) NORTH OF THE NORTH EDGE OF THE PAVEMENT OF U.S. 17 EA3080'AND 50.35 M (165.2 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST LEG OF THE EA3080'TOPSAIL LOOKOUT TOWER. EA3080'THE MARK IS 1.7 METERS S FROM A WITNESS POST EA3080'THE MARK IS 0.3 M ABOVE U.S. 17. EA3080 EA3080 STATION RECOVERY (1985) EA3080 EA3080'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EA3080'RECOVERED IN GOOD CONDITION. EA3080 EA3080 STATION RECOVERY (1988) EA3080 EA3080'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB) EA3080'RECOVERED AS DESCRIBED. NOTE ERRORS CONTAINED IN 1985 DESCRIPTION. EA3080'THE DISTANCE SHOWN AS 0.027 METERS (0.089 FT) TOO SHORT TO RM 3 SHOULD EA3080'HAVE BEEN TO RM 2 BECAUSE RM 3 WAS NOT ESTABLISHED UNTIL 1985. THE EA3080'ANGLE CHECK WAS BETWEEN RM A AND RM 2. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA3081 *********************************************************************** EA3081 DESIGNATION - RIDGE RM 2 EA3081 PID - EA3081 EA3081 STATE/COUNTY- NC/PENDER EA3081 USGS QUAD - HOLLY RIDGE (1997) EA3081 EA3081 *CURRENT SURVEY CONTROL EA3081 ___________________________________________________________________ EA3081* NAD 83(1986)- 34 27 03.63009(N) 077 36 54.50009(W) ADJUSTED EA3081* NAVD 88 - 18.80 (meters) 61.7 (feet) RESET EA3081 ___________________________________________________________________ EA3081 LAPLACE CORR- -3.14 (seconds) DEFLEC99 EA3081 GEOID HEIGHT- -37.24 (meters) GEOID03 EA3081 EA3081 HORZ ORDER - SECOND EA3081 VERT ORDER - THIRD EA3081 EA3081.The North Carolina HARNS have been completed but, EA3081.due to contractual restrictions, coordinates for these stations EA3081.will NOT be published in the near future. In the interim, the EA3081.published coordinates in North Carolina will not be EA3081.consistent with the Continuously Operating Reference Stations EA3081.(CORS). The HARN coordinates for these stations are available EA3081.upon request. Contact Gary Thompson(919-733-3836). EA3081. EA3081.In addition, the published North Carolina positions EA3081.(NAD 83 (1986)) are NOT consistent with those determined in EA3081.adjacent state readjustments. The discontinuity between stations EA3081.located in North Carolina and those in adjacent states EA3081.which have been adjusted to the HARN may be as much as 5 EA3081.decimeters. This will result in a significant loss of accuracy EA3081.over lines crossing such state borders. EA3081 EA3081 EA3081.The horizontal coordinates were established by classical geodetic methods EA3081.and adjusted by the National Geodetic Survey in July 1999. EA3081 EA3081.The orthometric height was computed from unverified reset data. EA3081.No vertical observational check was made to the station. EA3081 EA3081.The Laplace correction was computed from DEFLEC99 derived deflections. EA3081 EA3081.The geoid height was determined by GEOID03. EA3081 EA3081; North East Units Scale Factor Converg. EA3081;SPC NC - 78,652.543 736,853.182 MT 0.99996949 +0 47 57.5 EA3081;SPC NC - 258,045.88 2,417,492.48 sFT 0.99996949 +0 47 57.5 EA3081;UTM 18 - 3,815,267.648 259,751.135 MT 1.00031151 -1 28 48.3 EA3081 EA3081! - Elev Factor x Scale Factor = Combined Factor EA3081!SPC NC - 1.00000289 x 0.99996949 = 0.99997238 EA3081!UTM 18 - 1.00000289 x 1.00031151 = 1.00031441 EA3081 EA3081 SUPERSEDED SURVEY CONTROL EA3081 EA3081 NAVD 88 (07/28/99) 18.80 (m) 61.7 (f) LEVELING 3 EA3081 EA3081.Superseded values are not recommended for survey control. EA3081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA3081.See file dsdata.txt to determine how the superseded data were derived. EA3081 EA3081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5975115268(NAD 83) EA3081_MARKER: DS = TRIANGULATION STATION DISK EA3081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA3081_SP_SET: CONCRETE POST EA3081_STAMPING: RIDGE NO 2 1965 EA3081_MARK LOGO: CGS EA3081_PROJECTION: FLUSH EA3081_MAGNETIC: O = OTHER; SEE DESCRIPTION EA3081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA3081+STABILITY: SURFACE MOTION EA3081 EA3081 HISTORY - Date Condition Report By EA3081 HISTORY - 1965 MONUMENTED CGS EA3081 HISTORY - 1985 GOOD NGS EA3081 HISTORY - 19850311 GOOD CGS EA3081 EA3081 STATION DESCRIPTION EA3081 EA3081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 EA3081'7.2 KM (4.45 MI) SW FROM HOLLY RIDGE. EA3081'13.12 KM (8.15 MI) NORTH ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION EA3081'WITH STATE HIGHWAY 210 IN HAMPSTEAD TO THE MARK ON THE LEFT, 3.35 M EA3081'(11.0 FT) EAST OF THE CENTER OF A TRACK ROAD, 12.5 M (41.0 FT) WEST OF EA3081'THE CENTER OF THE WEST-MOST DRIVEWAY,16.1 M (52.8 FT) NORTH OF THE EA3081'NORTH EDGE OF PAVEMENT OF U.S. HIGHWAY 17 AND 17.34 M (56.9 FT) EA3081'NORTHWEST OF THE EAST MOST GATE POST OF THE WEST MOST GATE. EA3081'THE MARK IS 0.3 M ABOVE U.S. 17. EA3081 EA3081 STATION RECOVERY (1985) EA3081 EA3081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1985 (HDM) EA3081'RECOVERED AS DESCRIBED. MARK HAS BEEN HIT ON NORTH SIDE, BUT IS STILL EA3081'SOLID AND FLUSH WITH GROUND. STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) EA3081'NORTH OF HAMPSTEAD AND 4.5 MI (7.2 KM) SOUTHWEST OF HOLLY RIDGE, NEAR EA3081'THE TOPSAIL LOOKOUT TOWER. LOCATED 11.0 FT (3.4 M) EAST OF THE CENTER EA3081'OF A TRACK ROAD, 41.0 FT (12.5 M) WEST OF THE CENTER OF THE WEST-MOST EA3081'DRIVEWAY, 56.9 FT (17.3 M) NORTHWEST OF THE EAST-MOST GATE OF EA3081'WEST-MOST GATE TO LOOKOUT TOWER, AND 52.8 FT (16.1 M) NORTH OF THE EA3081'NORTH EDGE OF THE PAVEMENT OF US 17. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2521 *********************************************************************** EA2521 DESIGNATION - RIDGE RM A EA2521 PID - EA2521 EA2521 STATE/COUNTY- NC/PENDER EA2521 USGS QUAD - HOLLY RIDGE (1997) EA2521 EA2521 *CURRENT SURVEY CONTROL EA2521 ___________________________________________________________________ EA2521* NAD 83(1986)- 34 27 05.27479(N) 077 36 54.50542(W) ADJUSTED EA2521* NAVD 88 - 19.89 (meters) 65.3 (feet) RESET EA2521 ___________________________________________________________________ EA2521 LAPLACE CORR- -3.14 (seconds) DEFLEC99 EA2521 GEOID HEIGHT- -37.24 (meters) GEOID03 EA2521 EA2521 HORZ ORDER - SECOND EA2521 VERT ORDER - THIRD EA2521 EA2521.The North Carolina HARNS have been completed but, EA2521.due to contractual restrictions, coordinates for these stations EA2521.will NOT be published in the near future. In the interim, the EA2521.published coordinates in North Carolina will not be EA2521.consistent with the Continuously Operating Reference Stations EA2521.(CORS). The HARN coordinates for these stations are available EA2521.upon request. Contact Gary Thompson(919-733-3836). EA2521. EA2521.In addition, the published North Carolina positions EA2521.(NAD 83 (1986)) are NOT consistent with those determined in EA2521.adjacent state readjustments. The discontinuity between stations EA2521.located in North Carolina and those in adjacent states EA2521.which have been adjusted to the HARN may be as much as 5 EA2521.decimeters. This will result in a significant loss of accuracy EA2521.over lines crossing such state borders. EA2521 EA2521 EA2521.The horizontal coordinates were established by classical geodetic methods EA2521.and adjusted by the National Geodetic Survey in July 1999. EA2521 EA2521.The orthometric height was computed from unverified reset data. EA2521.No vertical observational check was made to the station. EA2521 EA2521.The Laplace correction was computed from DEFLEC99 derived deflections. EA2521 EA2521.The geoid height was determined by GEOID03. EA2521 EA2521; North East Units Scale Factor Converg. EA2521;SPC NC - 78,703.214 736,852.339 MT 0.99996938 +0 47 57.5 EA2521;SPC NC - 258,212.13 2,417,489.72 sFT 0.99996938 +0 47 57.5 EA2521;UTM 18 - 3,815,318.331 259,752.308 MT 1.00031151 -1 28 48.4 EA2521 EA2521! - Elev Factor x Scale Factor = Combined Factor EA2521!SPC NC - 1.00000272 x 0.99996938 = 0.99997210 EA2521!UTM 18 - 1.00000272 x 1.00031151 = 1.00031423 EA2521 EA2521: Primary Azimuth Mark Grid Az EA2521:SPC NC - BETHEA 074 01 11.2 EA2521:UTM 18 - BETHEA 076 17 57.1 EA2521 EA2521|---------------------------------------------------------------------| EA2521| PID Reference Object Distance Geod. Az | EA2521| dddmmss.s | EA2521| EA2492 BETHEA APPROX. 9.9 KM 0744908.7 | EA2521| EA2520 RIDGE 39.485 METERS 14921 | EA2521|---------------------------------------------------------------------| EA2521 EA2521 SUPERSEDED SURVEY CONTROL EA2521 EA2521 NAD 83(1986)- 34 27 05.27898(N) 077 36 54.50643(W) AD( ) 1 EA2521 NAD 27 - 34 27 04.67621(N) 077 36 55.60532(W) AD( ) 1 EA2521 NAVD 88 (07/28/99) 19.87 (m) 65.2 (f) LEVELING 3 EA2521 NGVD 29 (07/19/86) 20.6 (m) 68. (f) VERT ANG EA2521 EA2521.Superseded values are not recommended for survey control. EA2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2521.See file dsdata.txt to determine how the superseded data were derived. EA2521 EA2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5975215318(NAD 83) EA2521_MARKER: DR = REFERENCE MARK DISK EA2521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2521_SP_SET: CONCRETE POST EA2521_STAMPING: RIDGE RM A 1965 EA2521_MARK LOGO: CGS EA2521_PROJECTION: RECESSED 10 CENTIMETERS EA2521_MAGNETIC: O = OTHER; SEE DESCRIPTION EA2521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2521+STABILITY: SURFACE MOTION EA2521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA2521+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1999 EA2521 EA2521 HISTORY - Date Condition Report By EA2521 HISTORY - 1965 MONUMENTED CGS EA2521 HISTORY - 1967 GOOD CGS EA2521 HISTORY - 1985 GOOD USPSQD EA2521 HISTORY - 1985 GOOD NGS EA2521 HISTORY - 19880522 GOOD NCGS EA2521 HISTORY - 19990722 GOOD NCGS EA2521 EA2521 STATION DESCRIPTION EA2521 EA2521'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LGB) EA2521'THE STATION IS LOCATED 4-1/2 MILES SOUTHWEST OF HOLLY RIDGE, AT EA2521'THE SOUTHEAST EDGE OF THE HOLLY SHELTER GAME AREA, ON THE EA2521'NORTHWEST SIDE OF U.S. HIGHWAY 17 AND ON PROPERTY OWNED BY THE EA2521'INTERNATIONAL PAPER CO. EA2521' EA2521'TO REACH STATION RIDGE FROM THE POST OFFICE IN HOLLY RIDGE, GO EA2521'SOUTHWESTERLY ON U.S. HIGHWAY 17 FOR 4.4 MILES TO THE JUNCTION EA2521'OF STATE ROAD 210 ON THE LEFT. CONTINUE SOUTHWEST ON HIGHWAY EA2521'17 FOR 0.5 MILE TO STATION RIDGE ON THE RIGHT. EA2521' EA2521'THE STATION MARK IS A STANDARD DISK, STAMPED RIDGE RM A 1965, SET EA2521'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH EA2521'WITH THE GROUND SURFACE. IT IS 213 FEET NORTH OF THE CENTER OF EA2521'U.S. HIGHWAY 17, 126 FEET EAST OF THE CENTER OF A TRACK ROAD AND EA2521'37 FEET NORTHEAST OF A 8-INCH PINE TREE. EA2521' EA2521'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION RIDGE. EA2521 EA2521 STATION RECOVERY (1967) EA2521 EA2521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCB) EA2521'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD EA2521'CONDITION. THE ORIGINAL DESCRIPTION IS ADEQUATE. THE STATE EA2521'FOREST SERVICE IS PLANNING ON BUILDING A FIRE LOOKOUT TOWER IN EA2521'THE NEAR VICINITY OF STATION. EA2521' EA2521'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EA2521'4-1/2 MILES SOUTHWEST OF HOLLY RIDGE. EA2521 EA2521 STATION RECOVERY (1985) EA2521 EA2521'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EA2521'RECOVERED IN GOOD CONDITION. EA2521 EA2521 STATION RECOVERY (1985) EA2521 EA2521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 EA2521'7.2 KM (4.45 MI) SW FROM HOLLY RIDGE. EA2521'13.12 KM (8.15 MI) NORTH ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION EA2521'WITH STATE HIGHWAY 210 IN HAMPSTEAD TO THE MARK ON THE LEFT, 11.45 M EA2521'(37.6 FT) SOUTHEAST OF THE SOUTHEAST LEG OF TOPSAIL FIRE LOOKOUT EA2521'TOWER, 13.0 M (42.7 FT) SOUTH OF THE SOUTHEAST CORNER OF A SMALL EA2521'CINDER BLOCK BUILDING AND 17.6 M (57.7 FT) NORTHWEST OF A UTILITY EA2521'POLE WITH A REFERENCE TAG. EA2521'THE MARK IS 11 METERS S FROM A WITNESS POST EA2521 EA2521 STATION RECOVERY (1988) EA2521 EA2521'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB) EA2521'RECOVERED AS DESCRIBED. EA2521 EA2521 STATION RECOVERY (1999) EA2521 EA2521'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH) EA2521'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION. MARK IS EA2521'RECESSED 6 INCHES BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2095 *********************************************************************** EB2095 DESIGNATION - RISE EB2095 PID - EB2095 EB2095 STATE/COUNTY- NC/PENDER EB2095 USGS QUAD - LELAND (1984) EB2095 EB2095 *CURRENT SURVEY CONTROL EB2095 ___________________________________________________________________ EB2095* NAD 83(1986)- 34 20 08.64294(N) 078 00 11.18552(W) ADJUSTED EB2095* NAVD 88 - 9.4 (meters) 31. (feet) VERTCON EB2095 ___________________________________________________________________ EB2095 LAPLACE CORR- -4.31 (seconds) DEFLEC99 EB2095 GEOID HEIGHT- -36.25 (meters) GEOID03 EB2095 EB2095 HORZ ORDER - SECOND EB2095 EB2095.The North Carolina HARNS have been completed but, EB2095.due to contractual restrictions, coordinates for these stations EB2095.will NOT be published in the near future. In the interim, the EB2095.published coordinates in North Carolina will not be EB2095.consistent with the Continuously Operating Reference Stations EB2095.(CORS). The HARN coordinates for these stations are available EB2095.upon request. Contact Gary Thompson(919-733-3836). EB2095. EB2095.In addition, the published North Carolina positions EB2095.(NAD 83 (1986)) are NOT consistent with those determined in EB2095.adjacent state readjustments. The discontinuity between stations EB2095.located in North Carolina and those in adjacent states EB2095.which have been adjusted to the HARN may be as much as 5 EB2095.decimeters. This will result in a significant loss of accuracy EB2095.over lines crossing such state borders. EB2095 EB2095 EB2095.The horizontal coordinates were established by classical geodetic methods EB2095.and adjusted by the National Geodetic Survey in July 1986. EB2095 EB2095.The NAVD 88 height was computed by applying the VERTCON shift value to EB2095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2095 EB2095.The Laplace correction was computed from DEFLEC99 derived deflections. EB2095 EB2095.The geoid height was determined by GEOID03. EB2095 EB2095; North East Units Scale Factor Converg. EB2095;SPC NC - 65,438.412 701,333.446 MT 0.99999934 +0 34 31.4 EB2095;SPC NC - 214,692.52 2,300,958.15 sFT 0.99999934 +0 34 31.4 EB2095;UTM 17 - 3,803,451.806 775,709.088 MT 1.00053711 +1 41 29.2 EB2095;UTM 18 - 3,803,468.711 223,719.026 MT 1.00054100 -1 41 41.8 EB2095 EB2095! - Elev Factor x Scale Factor = Combined Factor EB2095!SPC NC - 1.00000421 x 0.99999934 = 1.00000355 EB2095!UTM 17 - 1.00000421 x 1.00053711 = 1.00054133 EB2095!UTM 18 - 1.00000421 x 1.00054100 = 1.00054522 EB2095 EB2095: Primary Azimuth Mark Grid Az EB2095:SPC NC - COWPEN 329 41 50.7 EB2095:UTM 17 - COWPEN 328 34 52.9 EB2095:UTM 18 - COWPEN 331 58 03.9 EB2095 EB2095|---------------------------------------------------------------------| EB2095| PID Reference Object Distance Geod. Az | EB2095| dddmmss.s | EB2095| EB2093 COWPEN APPROX. 1.3 KM 3301622.1 | EB2095|---------------------------------------------------------------------| EB2095 EB2095 SUPERSEDED SURVEY CONTROL EB2095 EB2095 NAD 27 - 34 20 08.03729(N) 078 00 12.21990(W) AD( ) 2 EB2095 NGVD 29 (07/19/86) 9.7 (m) 32. (f) VERT ANG EB2095 EB2095.Superseded values are not recommended for survey control. EB2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2095.See file dsdata.txt to determine how the superseded data were derived. EB2095 EB2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU7570903452(NAD 83) EB2095_MARKER: DE = TRAVERSE STATION DISK EB2095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2095_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2095_STAMPING: RISE 1968 EB2095_MARK LOGO: NCGS EB2095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2095+STABILITY: SURFACE MOTION EB2095 EB2095 HISTORY - Date Condition Report By EB2095 HISTORY - 1968 MONUMENTED NCGS EB2095 HISTORY - 1973 GOOD NCGS EB2095 HISTORY - 1984 MARK NOT FOUND USPSQD EB2095 HISTORY - 20050115 MARK NOT FOUND USPSQD EB2095 EB2095 STATION DESCRIPTION EB2095 EB2095'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EB2095'RISE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB2095'THE VICINITY OF WILMINGTON, NORTH CAROLINA. EB2095' EB2095'RISE IS LOCATED APPROXIMATELY 7.8 MILES NORTHWEST OF THE CENTER EB2095'OF WILMINGTON. TO REACH STATION PROCEED FROM THE INTERSECTIONS EB2095'OF U.S. 421, 17, 74, 76 AND NC 133 AT WEST SIDE OF CAPE FEAR RIVER, EB2095'GO NORTH ON U.S. 421 FOR 6.5 MILES TO STATION. WHICH IS ON TOP OF EB2095'SMALL RISE WEST OF U.S. 421 BETWEEN RR AND HIGHWAY, 0.1 MILE EB2095'NORTH OF PENDER-NEW HANOVER COUNTY LINE AND 0.8 MILES SOUTH OF EB2095'INTERSECTION OF SR 1109 WITH U.S. 421. EB2095' EB2095'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB2095'RISE 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EB2095'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EB2095' EB2095'MARK IS EB2095' EB2095'88.8 FT WSW OF W EDGE OF U.S. 421 EB2095' EB2095'38.2 FT ENE OF EASTERNMOST RAIL EB2095' EB2095'23.8 FT S OF 3 INCH PINE WITH ALUMINUM REF. TAG EB2095' EB2095'128.0 FT SE OF OLD TP WITH ALUMINUM REF. TAG ON E SIDE EB2095 EB2095 STATION RECOVERY (1973) EB2095 EB2095'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB2095'STATION WAS RECOVERED AS DESCRIBED, LINE OF SIGHTS WERE BLOCKED, EB2095'SO RISE 2 1973 WAS ESTABLISHED. EB2095 EB2095 STATION RECOVERY (1984) EB2095 EB2095'RECOVERY NOTE BY US POWER SQUADRON 1984 (HWW) EB2095'STATION NOT RECOVERED. EB2095' EB2095'OLD INTERSECTION OF HWYS. 17, 74, 76, 133 AND 421 HAS BEEN CHANGED. EB2095'COUNTY BOUNDARY LINE USED TO BE NORTH BANK OF FISHING CREEK. NEW EB2095'COUNTY LINE IS 0.3 MILES NORTH OF FISHING CREEK. SEARCHED BOTH EB2095'AREAS 0.1 MILE FROM COUNTY LINE. AREA 38.2 FEET ENE OF EASTERN EB2095'MOST RAIL OF RR TRACK HAS BEEN SCOOPED OUT TO PROVIDE DRAINAGE FOR EB2095'HWY 421. APPARENTLY GEODETIC MARKER IS GONE. EB2095 EB2095 STATION RECOVERY (2005) EB2095 EB2095'RECOVERY NOTE BY US POWER SQUADRON 2005 EB2095'SEARCHED IN AREA OF PLOTTED POSITION, MARKER WAS NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2086 *********************************************************************** EB2086 DESIGNATION - ROWE EB2086 PID - EB2086 EB2086 STATE/COUNTY- NC/PENDER EB2086 USGS QUAD - CURRIE (1988) EB2086 EB2086 *CURRENT SURVEY CONTROL EB2086 ___________________________________________________________________ EB2086* NAD 83(1986)- 34 29 09.99714(N) 078 03 14.41141(W) ADJUSTED EB2086* NAVD 88 - 10.3 (meters) 34. (feet) VERTCON EB2086 ___________________________________________________________________ EB2086 LAPLACE CORR- -3.51 (seconds) DEFLEC99 EB2086 GEOID HEIGHT- -36.07 (meters) GEOID03 EB2086 EB2086 HORZ ORDER - SECOND EB2086 EB2086.The North Carolina HARNS have been completed but, EB2086.due to contractual restrictions, coordinates for these stations EB2086.will NOT be published in the near future. In the interim, the EB2086.published coordinates in North Carolina will not be EB2086.consistent with the Continuously Operating Reference Stations EB2086.(CORS). The HARN coordinates for these stations are available EB2086.upon request. Contact Gary Thompson(919-733-3836). EB2086. EB2086.In addition, the published North Carolina positions EB2086.(NAD 83 (1986)) are NOT consistent with those determined in EB2086.adjacent state readjustments. The discontinuity between stations EB2086.located in North Carolina and those in adjacent states EB2086.which have been adjusted to the HARN may be as much as 5 EB2086.decimeters. This will result in a significant loss of accuracy EB2086.over lines crossing such state borders. EB2086 EB2086 EB2086.The horizontal coordinates were established by classical geodetic methods EB2086.and adjusted by the National Geodetic Survey in July 1986. EB2086 EB2086.The NAVD 88 height was computed by applying the VERTCON shift value to EB2086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2086 EB2086.The Laplace correction was computed from DEFLEC99 derived deflections. EB2086 EB2086.The geoid height was determined by GEOID03. EB2086 EB2086; North East Units Scale Factor Converg. EB2086;SPC NC - 82,072.688 696,491.271 MT 0.99996119 +0 32 45.6 EB2086;SPC NC - 269,266.81 2,285,071.78 sFT 0.99996119 +0 32 45.6 EB2086;UTM 17 - 3,819,997.224 770,540.030 MT 1.00050226 +1 40 08.6 EB2086;UTM 18 - 3,820,291.645 219,538.077 MT 1.00056967 -1 43 49.2 EB2086 EB2086! - Elev Factor x Scale Factor = Combined Factor EB2086!SPC NC - 1.00000404 x 0.99996119 = 0.99996523 EB2086!UTM 17 - 1.00000404 x 1.00050226 = 1.00050630 EB2086!UTM 18 - 1.00000404 x 1.00056967 = 1.00057371 EB2086 EB2086: Primary Azimuth Mark Grid Az EB2086:SPC NC - CROSSTIE 156 47 26.1 EB2086:UTM 17 - CROSSTIE 155 40 03.1 EB2086:UTM 18 - CROSSTIE 159 04 00.9 EB2086 EB2086|---------------------------------------------------------------------| EB2086| PID Reference Object Distance Geod. Az | EB2086| dddmmss.s | EB2086| EB2088 CROSSTIE APPROX. 0.9 KM 1572011.7 | EB2086|---------------------------------------------------------------------| EB2086 EB2086 SUPERSEDED SURVEY CONTROL EB2086 EB2086 NAD 27 - 34 29 09.39367(N) 078 03 15.43092(W) AD( ) 2 EB2086 NGVD 29 (07/19/86) 10.6 (m) 35. (f) VERT ANG EB2086 EB2086.Superseded values are not recommended for survey control. EB2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2086.See file dsdata.txt to determine how the superseded data were derived. EB2086 EB2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU7054019997(NAD 83) EB2086_MARKER: DE = TRAVERSE STATION DISK EB2086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2086_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2086_STAMPING: ROWE 1973 EB2086_MARK LOGO: NCGS EB2086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2086+STABILITY: SURFACE MOTION EB2086 EB2086 HISTORY - Date Condition Report By EB2086 HISTORY - 1973 MONUMENTED NCGS EB2086 HISTORY - 1980 GOOD LOCSUR EB2086 EB2086 STATION DESCRIPTION EB2086 EB2086'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB2086'ROWE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2086'VICINITY OF CURRIE, NORTH CAROLINA. EB2086' EB2086'ROWE IS LOCATED APPROXIMATELY 03.0 MILES ENE OF CURRIE, AND 08.7 EB2086'MILES WSW OF BURGAW. TO REACH THE STATION FROM INTERSECTION OF US EB2086'421 AND NC 210 EAST OF CURRIE. PROCEED NORTH ALONG US 421 FOR 2.0 EB2086'MILES TO STATION ON THE LEFT SHOULDER. 0.4 MILES SOUTH OF EB2086'INTERSECTION WITH SR 1119 (SW), AND APPROXIMATELY 400 FEET EB2086'SOUTH OF A TRAILER PARK. EB2086' EB2086'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED ROWE EB2086'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 8 EB2086'INCHES BELOW THE SURFACE OF THE GROUND. EB2086' EB2086'MARK IS EB2086' EB2086'20.0 FEET W OF C/L OF US 421. EB2086'17.0 FEET NNE OF THE (NORTH) END OF HEAD WALL ON WEST SIDE OF US EB2086'421. EB2086'60.6 FEET NNE OF ALUMINUM REF. TAG ON PP NO. 13380. EB2086'101.3 FEET N OF R/W MARKER. EB2086 EB2086 STATION RECOVERY (1980) EB2086 EB2086'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 EB2086'ROWE 1973 RECOVERED GOOD. EB2086' EB2086'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.0 MILES ENE OF CURRIE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1083 *********************************************************************** EA1083 DESIGNATION - RUTH EA1083 PID - EA1083 EA1083 STATE/COUNTY- NC/PENDER EA1083 USGS QUAD - MAPLE HILL (1981) EA1083 EA1083 *CURRENT SURVEY CONTROL EA1083 ___________________________________________________________________ EA1083* NAD 83(1986)- 34 38 21.18966(N) 077 44 52.14549(W) ADJUSTED EA1083* NAVD 88 - 6.196 (meters) 20.33 (feet) ADJUSTED EA1083 ___________________________________________________________________ EA1083 LAPLACE CORR- -3.45 (seconds) DEFLEC99 EA1083 GEOID HEIGHT- -36.78 (meters) GEOID03 EA1083 DYNAMIC HT - 6.190 (meters) 20.31 (feet) COMP EA1083 MODELED GRAV- 979,671.3 (mgal) NAVD 88 EA1083 EA1083 HORZ ORDER - SECOND EA1083 VERT ORDER - SECOND CLASS II EA1083 EA1083.The North Carolina HARNS have been completed but, EA1083.due to contractual restrictions, coordinates for these stations EA1083.will NOT be published in the near future. In the interim, the EA1083.published coordinates in North Carolina will not be EA1083.consistent with the Continuously Operating Reference Stations EA1083.(CORS). The HARN coordinates for these stations are available EA1083.upon request. Contact Gary Thompson(919-733-3836). EA1083. EA1083.In addition, the published North Carolina positions EA1083.(NAD 83 (1986)) are NOT consistent with those determined in EA1083.adjacent state readjustments. The discontinuity between stations EA1083.located in North Carolina and those in adjacent states EA1083.which have been adjusted to the HARN may be as much as 5 EA1083.decimeters. This will result in a significant loss of accuracy EA1083.over lines crossing such state borders. EA1083 EA1083 EA1083.The horizontal coordinates were established by classical geodetic methods EA1083.and adjusted by the National Geodetic Survey in July 1986. EA1083 EA1083.The orthometric height was determined by differential leveling EA1083.and adjusted by the National Geodetic Survey in June 1991. EA1083 EA1083.The Laplace correction was computed from DEFLEC99 derived deflections. EA1083 EA1083.The geoid height was determined by GEOID03. EA1083 EA1083.The dynamic height is computed by dividing the NAVD 88 EA1083.geopotential number by the normal gravity value computed on the EA1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1083.degrees latitude (g = 980.6199 gals.). EA1083 EA1083.The modeled gravity was interpolated from observed gravity values. EA1083 EA1083; North East Units Scale Factor Converg. EA1083;SPC NC - 99,366.548 724,398.903 MT 0.99992933 +0 43 21.8 EA1083;SPC NC - 326,005.08 2,376,632.07 sFT 0.99992933 +0 43 21.8 EA1083;UTM 18 - 3,836,469.636 248,127.027 MT 1.00038201 -1 33 45.7 EA1083 EA1083! - Elev Factor x Scale Factor = Combined Factor EA1083!SPC NC - 1.00000480 x 0.99992933 = 0.99993413 EA1083!UTM 18 - 1.00000480 x 1.00038201 = 1.00038681 EA1083 EA1083: Primary Azimuth Mark Grid Az EA1083:SPC NC - BRIDGE 030 33 01.9 EA1083:UTM 18 - BRIDGE 032 50 09.4 EA1083 EA1083|---------------------------------------------------------------------| EA1083| PID Reference Object Distance Geod. Az | EA1083| dddmmss.s | EA1083| EA1125 BRIDGE APPROX. 2.2 KM 0311623.7 | EA1083| EA0973 ANN 380.364 METERS 23803 | EA1083|---------------------------------------------------------------------| EA1083 EA1083 SUPERSEDED SURVEY CONTROL EA1083 EA1083 NAD 27 - 34 38 20.58184(N) 077 44 53.21493(W) AD( ) 2 EA1083 NGVD 29 (??/??/92) 6.497 (m) 21.32 (f) ADJ UNCH 2 2 EA1083 EA1083.Superseded values are not recommended for survey control. EA1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1083.See file dsdata.txt to determine how the superseded data were derived. EA1083 EA1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4812736470(NAD 83) EA1083_MARKER: DD = SURVEY DISK EA1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1083_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1083_STAMPING: RUTH 1974 EA1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1083+STABILITY: SURFACE MOTION EA1083 EA1083 HISTORY - Date Condition Report By EA1083 HISTORY - 1974 MONUMENTED NCGS EA1083 HISTORY - 1975 GOOD NCGS EA1083 EA1083 STATION DESCRIPTION EA1083 EA1083'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA1083'RUTH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA1083'THE VICINITY OF BURGAW, NORTH CAROLINA. EA1083' EA1083'RUTH IS LOCATED APPROXIMATELY 11.7 MILES ENE OF BURGAW, AND 3.5 EA1083'MILES WSW OF MAPLE HILL. TO REACH STATION FROM INTERSECTION OF NC EA1083'53 AND NC 50 NORTHWEST OF MAPLE HILL, PROCEED WESTERLY ALONG NC 53 EA1083'FOR 3.3 MILES TO STATION ON LEFT IN CURVE, NEAR AN UNDERGROUND EA1083'CABLE WARNING SIGN, AND 1.45 MILES SOUTHWEST OF A BRIDGE OVER EA1083'ANGOLA CREEK. EA1083' EA1083'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1083'RUTH 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EA1083'IS 1 INCH ABOVE THE SURFACE OF THE GROUND. EA1083' EA1083'MARK IS 54.8 FT SE OF C/L OF NC 53 EA1083' EA1083'12.2 FT E OF 16 INCH PINE WITH ALUMINUM REF. TAG EA1083' EA1083'10.7 FT W OF 10 INCH PINE WITH ALUMINUM REF. TAG EA1083' EA1083'40.4 FT NE OF 10 INCH PINE WITH ALUMINUM REF. TAG EA1083' EA1083'8.5 FT NW OF 8 INCH PINE WITH ALUMINUM REF. TAG EA1083' EA1083'17.6 FT SW OF UNDERGROUND CABLE WARNING POST WITH ALUMINUM EA1083'REF. TAG EA1083 EA1083 STATION RECOVERY (1975) EA1083 EA1083'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA1083'3.5 MI WSW FROM MAPLE HILL. EA1083'STATION IS LOCATED APPROXIMATELY 11.7 MILES ENE OF BURGAW. TO REACH EA1083'STATION FROM INTERSECTION OF NC 53 AND NC 50 NORTHWEST OF MAPLE HILL, EA1083'PROCEED WESTERLY ALONG NC 53 FOR 3.3 MILES TO STATION ON LEFT IN EA1083'CURVE, NEAR AN UNDERGROUND CABLE WARNING SIGN, AND 1.45 MILES EA1083'SOUTHWEST OF A BRIDGE OVER ANGOLA CREEK. 54.8 FT. SE OF C/L OF NC 53, EA1083'12.2 FT. E OF 16 INCH PINE WITH ALUMINUM REF. TAG, 10.7 FT. W OF 10 EA1083'INCH PINE WITH ALUMINUM REF. TAG, 40.4 FT. NE OF 10 INCH PINE WITH EA1083'ALUMINUM REF. TAG, 8.5 FT. NW OF 8 INCH PINE WITH ALUMINUM REF. TAG, EA1083'AND 17.6 FT. SW OF UNDERGROUND CABLE WARNING POST WITH ALUMINUM REF. EA1083'TAG. DISK IS SET IN CONCRETE CYLINDER, 1 INCH ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2554 *********************************************************************** EA2554 DESIGNATION - SAIL EA2554 PID - EA2554 EA2554 STATE/COUNTY- NC/PENDER EA2554 USGS QUAD - HAMPSTEAD (1970) EA2554 EA2554 *CURRENT SURVEY CONTROL EA2554 ___________________________________________________________________ EA2554* NAD 83(1986)- 34 22 10.19568(N) 077 39 29.45760(W) ADJUSTED EA2554* NAVD 88 - 1. (meters) 3. (feet) SCALED EA2554 ___________________________________________________________________ EA2554 LAPLACE CORR- -3.68 (seconds) DEFLEC99 EA2554 GEOID HEIGHT- -37.27 (meters) GEOID03 EA2554 EA2554 HORZ ORDER - THIRD EA2554 EA2554.The North Carolina HARNS have been completed but, EA2554.due to contractual restrictions, coordinates for these stations EA2554.will NOT be published in the near future. In the interim, the EA2554.published coordinates in North Carolina will not be EA2554.consistent with the Continuously Operating Reference Stations EA2554.(CORS). The HARN coordinates for these stations are available EA2554.upon request. Contact Gary Thompson(919-733-3836). EA2554. EA2554.In addition, the published North Carolina positions EA2554.(NAD 83 (1986)) are NOT consistent with those determined in EA2554.adjacent state readjustments. The discontinuity between stations EA2554.located in North Carolina and those in adjacent states EA2554.which have been adjusted to the HARN may be as much as 5 EA2554.decimeters. This will result in a significant loss of accuracy EA2554.over lines crossing such state borders. EA2554 EA2554 EA2554.The horizontal coordinates were established by classical geodetic methods EA2554.and adjusted by the National Geodetic Survey in July 1986. EA2554 EA2554.The orthometric height was scaled from a topographic map. EA2554 EA2554.The Laplace correction was computed from DEFLEC99 derived deflections. EA2554 EA2554.The geoid height was determined by GEOID03. EA2554 EA2554; North East Units Scale Factor Converg. EA2554;SPC NC - 69,557.393 733,020.438 MT 0.99999018 +0 46 28.0 EA2554;SPC NC - 228,206.21 2,404,917.89 sFT 0.99999018 +0 46 28.0 EA2554;UTM 18 - 3,806,328.925 255,558.521 MT 1.00033658 -1 30 04.9 EA2554 EA2554! - Elev Factor x Scale Factor = Combined Factor EA2554!SPC NC - 1.00000574 x 0.99999018 = 0.99999592 EA2554!UTM 18 - 1.00000574 x 1.00033658 = 1.00034232 EA2554 EA2554: Primary Azimuth Mark Grid Az EA2554:SPC NC - BRITT 166 58 38.6 EA2554:UTM 18 - BRITT 169 15 11.5 EA2554 EA2554|---------------------------------------------------------------------| EA2554| PID Reference Object Distance Geod. Az | EA2554| dddmmss.s | EA2554| EA2568 BEACON 26 APPROX. 1.3 KM 0571401.1 | EA2554| EA2539 BRITT APPROX. 2.4 KM 1674506.6 | EA2554| EA2534 BEACON 28 APPROX. 1.9 KM 2325410.5 | EA2554|---------------------------------------------------------------------| EA2554 EA2554 SUPERSEDED SURVEY CONTROL EA2554 EA2554 NAD 27 - 34 22 09.58700(N) 077 39 30.54600(W) AD( ) 3 EA2554 EA2554.Superseded values are not recommended for survey control. EA2554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2554.See file dsdata.txt to determine how the superseded data were derived. EA2554 EA2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5555906329(NAD 83) EA2554_MARKER: DS = TRIANGULATION STATION DISK EA2554_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE EA2554_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EA2554_MARK LOGO: CGS EA2554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA2554 EA2554 HISTORY - Date Condition Report By EA2554 HISTORY - 1914 MONUMENTED CGS EA2554 HISTORY - 1943 POOR CGS EA2554 HISTORY - 1964 SEE DESCRIPTION CGS EA2554 HISTORY - 1970 SEE DESCRIPTION USGS EA2554 EA2554 STATION DESCRIPTION EA2554 EA2554'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS) EA2554'STATION IS ON THE INNER SHORE OF TOPSAIL SOUND, ABOUT 1-1/4 EA2554'MILES NW FROM NEW TOPSAIL INLET, ABOUT 1/4 MILE W OF HOLMES EA2554'LANDING, 10 YARDS FROM THE LINE OF TREES, AT ABOUT HIGH-WATER MARK. EA2554' EA2554'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN EA2554'CONCRETE AT THE CENTER OF THE TOP OF A TILE. EA2554' EA2554'THERE ARE NO REFERENCE MARKS. EA2554 EA2554 STATION RECOVERY (1943) EA2554 EA2554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (KB) EA2554'LETTER OF MR. K. BRYAN, HOLLY RIDGE, N.C., DATED OCT. 22, 1943-- EA2554' EA2554'NEAR TOPSAIL INLET, N.C., AS REPORTED IN PUBLISHED EA2554'DATA. LEANING NORTHEASTWARD IN THE GENERAL DIRECTION OF THE EA2554'ISLAND WATERWAY. NO NAME STAMPED ON MARK. EA2554 EA2554 STATION RECOVERY (1964) EA2554 EA2554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA2554'DESTROYED. MONUMENT FOUND IN THE WATER NEAR THE PLOTTED EA2554'POSITION. THE DISK COULD NOT BE FOUND, BUT LANDOWNER STATED EA2554'THAT THE DISK WAS IN THE MONUMENT BEFORE IT FELL INTO THE WATER. EA2554 EA2554 STATION RECOVERY (1970) EA2554 EA2554'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 EA2554'DESTROYED---TRIANGULATION STATION NOT FOUND. PROPERTY OWNER EA2554'SAYS STATION DESTROYED. EA2554' EA2554'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EA2554'NEW TOP SAIL INLET -- 1.25 MILES NW. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1101 *********************************************************************** EA1101 DESIGNATION - SAINT EA1101 PID - EA1101 EA1101 STATE/COUNTY- NC/PENDER EA1101 USGS QUAD - MAPLE HILL (1981) EA1101 EA1101 *CURRENT SURVEY CONTROL EA1101 ___________________________________________________________________ EA1101* NAD 83(1986)- 34 42 37.21163(N) 077 44 18.65285(W) ADJUSTED EA1101* NAVD 88 - 13.730 (meters) 45.05 (feet) ADJUSTED EA1101 ___________________________________________________________________ EA1101 LAPLACE CORR- -3.05 (seconds) DEFLEC99 EA1101 GEOID HEIGHT- -36.73 (meters) GEOID03 EA1101 DYNAMIC HT - 13.716 (meters) 45.00 (feet) COMP EA1101 MODELED GRAV- 979,676.5 (mgal) NAVD 88 EA1101 EA1101 HORZ ORDER - SECOND EA1101 VERT ORDER - SECOND CLASS II EA1101 EA1101.The North Carolina HARNS have been completed but, EA1101.due to contractual restrictions, coordinates for these stations EA1101.will NOT be published in the near future. In the interim, the EA1101.published coordinates in North Carolina will not be EA1101.consistent with the Continuously Operating Reference Stations EA1101.(CORS). The HARN coordinates for these stations are available EA1101.upon request. Contact Gary Thompson(919-733-3836). EA1101. EA1101.In addition, the published North Carolina positions EA1101.(NAD 83 (1986)) are NOT consistent with those determined in EA1101.adjacent state readjustments. The discontinuity between stations EA1101.located in North Carolina and those in adjacent states EA1101.which have been adjusted to the HARN may be as much as 5 EA1101.decimeters. This will result in a significant loss of accuracy EA1101.over lines crossing such state borders. EA1101 EA1101 EA1101.The horizontal coordinates were established by classical geodetic methods EA1101.and adjusted by the National Geodetic Survey in July 1986. EA1101 EA1101.The orthometric height was determined by differential leveling EA1101.and adjusted by the National Geodetic Survey in June 1991. EA1101 EA1101.The Laplace correction was computed from DEFLEC99 derived deflections. EA1101 EA1101.The geoid height was determined by GEOID03. EA1101 EA1101.The dynamic height is computed by dividing the NAVD 88 EA1101.geopotential number by the normal gravity value computed on the EA1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1101.degrees latitude (g = 980.6199 gals.). EA1101 EA1101.The modeled gravity was interpolated from observed gravity values. EA1101 EA1101; North East Units Scale Factor Converg. EA1101;SPC NC - 107,265.465 725,151.542 MT 0.99991694 +0 43 41.1 EA1101;SPC NC - 351,920.11 2,379,101.35 sFT 0.99991694 +0 43 41.1 EA1101;UTM 18 - 3,844,335.812 249,194.739 MT 1.00037538 -1 33 36.7 EA1101 EA1101! - Elev Factor x Scale Factor = Combined Factor EA1101!SPC NC - 1.00000361 x 0.99991694 = 0.99992055 EA1101!UTM 18 - 1.00000361 x 1.00037538 = 1.00037899 EA1101 EA1101: Primary Azimuth Mark Grid Az EA1101:SPC NC - SWORT 291 48 13.8 EA1101:UTM 18 - SWORT 294 05 31.6 EA1101 EA1101|---------------------------------------------------------------------| EA1101| PID Reference Object Distance Geod. Az | EA1101| dddmmss.s | EA1101| EA1005 DUMP 427.507 METERS 1530704.3 | EA1101| EA1100 SWORT APPROX. 0.6 KM 2923154.9 | EA1101|---------------------------------------------------------------------| EA1101 EA1101 SUPERSEDED SURVEY CONTROL EA1101 EA1101 NAD 27 - 34 42 36.60719(N) 077 44 19.73074(W) AD( ) 2 EA1101 NGVD 29 (??/??/92) 14.031 (m) 46.03 (f) ADJ UNCH 2 2 EA1101 EA1101.Superseded values are not recommended for survey control. EA1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1101.See file dsdata.txt to determine how the superseded data were derived. EA1101 EA1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4919544336(NAD 83) EA1101_MARKER: DD = SURVEY DISK EA1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1101_STAMPING: SAINTS 1974 EA1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1101+STABILITY: SURFACE MOTION EA1101 EA1101 HISTORY - Date Condition Report By EA1101 HISTORY - 1974 MONUMENTED NCGS EA1101 HISTORY - 1975 GOOD NCGS EA1101 EA1101 STATION DESCRIPTION EA1101 EA1101'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA1101'SAINTS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA1101'THE VICINITY OF BURGAW, NORTH CAROLINA. EA1101' EA1101'SAINTS IS LOCATED APPROXIMATELY 15.3 MILES NE OF BURGAW, AND 4.2 EA1101'MILES NW OF MAPLE HILL. TO REACH STATION FROM INTERSECTION OF NC EA1101'50 WITH NC 53 NW OF MAPLE HILL, PROCEED NE ALONG NC 50 FOR 3.1 EA1101'MILES TO SR 1525 (N) AND STATION ON RIGHT IN NW QUADRANT OF EA1101'INTERSECTION AND NEAR A GROUP OF THREE LARGE PINE TREES AT SE EA1101'CORNER OF LATTER DAY SAINTS CHURCH PROPERTY. EA1101' EA1101'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1101'SAINTS 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA1101'WHICH IS FLUSH WITH THE GROUND. EA1101' EA1101'MARK IS 100.7 FT NE OF C/L OF NC 50 EA1101' EA1101'54.0 FT W OF C/L OF SR 1525 EA1101' EA1101'71.1 FT SE OF TP PEDESTAL EA1101' EA1101'31.2 FT S OF 20 IN PINE WITH ALUMINUM REF. TAG, (SIGN ON TREE) EA1101' EA1101'38.3 FT S OF 20 IN PINE WITH ALUMINUM REF. TAG EA1101' EA1101'39.9 FT SE OF 20 IN PINE WITH ALUMINUM REF. TAG EA1101 EA1101 STATION RECOVERY (1975) EA1101 EA1101'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA1101'4.2 MI NW FROM MAPLE HILL. EA1101'TO REACH STATION FROM INTERSECTION OF NC 50 WITH NC 53 NW OF MAPLE EA1101'HILL, PROCEED NE ALONG NC 50 FOR 3.1 MILES TO SR 1525 NORTH AND EA1101'STATION ON RIGHT IN NW QUADRANT OF INTERSECTION, AND NEAR A GROUP OF EA1101'THREE LARGE PINE TREES AT SE CORNER OF LATTER DAY SAINTS CHURCH EA1101'PROPERTY. 100.7 FT. NE OF C/L OF NC 50, 54.0 FT. WEST OF C/L OF SR EA1101'1525, 71.1 FT. SE OF TP PEDESTAL, 31.2 FT. SOUTH OF 20 IN. PINE WITH EA1101'ALUMINUM REF. TAG (SIGN ON TREE), 38.3 FT. SOUTH OF 20 IN. PINE WITH EA1101'ALUMINUM REF. TAG, AND 39.9 FT. SE OF 20 IN. PINE WITH ALUMINUM REF. EA1101'TAG. DISK IS SET IN TOP OF CONCRETE CYLINDER, FLUSH WITH THE SURFACE EA1101'OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2972 *********************************************************************** EA2972 DESIGNATION - SAM EA2972 PID - EA2972 EA2972 STATE/COUNTY- NC/PENDER EA2972 USGS QUAD - WALLACE EAST (1981) EA2972 EA2972 *CURRENT SURVEY CONTROL EA2972 ___________________________________________________________________ EA2972* NAD 83(1986)- 34 41 22.55128(N) 077 59 05.06500(W) ADJUSTED EA2972* NAVD 88 - 13.3 (meters) 44. (feet) VERTCON EA2972 ___________________________________________________________________ EA2972 LAPLACE CORR- -3.96 (seconds) DEFLEC99 EA2972 GEOID HEIGHT- -36.18 (meters) GEOID03 EA2972 EA2972 HORZ ORDER - SECOND EA2972 EA2972.The North Carolina HARNS have been completed but, EA2972.due to contractual restrictions, coordinates for these stations EA2972.will NOT be published in the near future. In the interim, the EA2972.published coordinates in North Carolina will not be EA2972.consistent with the Continuously Operating Reference Stations EA2972.(CORS). The HARN coordinates for these stations are available EA2972.upon request. Contact Gary Thompson(919-733-3836). EA2972. EA2972.In addition, the published North Carolina positions EA2972.(NAD 83 (1986)) are NOT consistent with those determined in EA2972.adjacent state readjustments. The discontinuity between stations EA2972.located in North Carolina and those in adjacent states EA2972.which have been adjusted to the HARN may be as much as 5 EA2972.decimeters. This will result in a significant loss of accuracy EA2972.over lines crossing such state borders. EA2972 EA2972 EA2972.The horizontal coordinates were established by classical geodetic methods EA2972.and adjusted by the National Geodetic Survey in July 1986. EA2972 EA2972.The NAVD 88 height was computed by applying the VERTCON shift value to EA2972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2972 EA2972.The Laplace correction was computed from DEFLEC99 derived deflections. EA2972 EA2972.The geoid height was determined by GEOID03. EA2972 EA2972; North East Units Scale Factor Converg. EA2972;SPC NC - 104,706.454 702,622.024 MT 0.99992039 +0 35 09.5 EA2972;SPC NC - 343,524.42 2,305,185.76 sFT 0.99992039 +0 35 09.5 EA2972;UTM 18 - 3,842,677.015 226,569.090 MT 1.00052161 -1 41 59.1 EA2972;UTM 17 - 3,842,760.435 776,227.695 MT 1.00054056 +1 43 01.8 EA2972 EA2972! - Elev Factor x Scale Factor = Combined Factor EA2972!SPC NC - 1.00000359 x 0.99992039 = 0.99992398 EA2972!UTM 18 - 1.00000359 x 1.00052161 = 1.00052520 EA2972!UTM 17 - 1.00000359 x 1.00054056 = 1.00054415 EA2972 EA2972: Primary Azimuth Mark Grid Az EA2972:SPC NC - MCLAMB 275 35 33.1 EA2972:UTM 18 - MCLAMB 277 52 41.7 EA2972:UTM 17 - MCLAMB 274 27 40.8 EA2972 EA2972|---------------------------------------------------------------------| EA2972| PID Reference Object Distance Geod. Az | EA2972| dddmmss.s | EA2972| EA2971 MCLAMB 436.571 METERS 2761042.6 | EA2972|---------------------------------------------------------------------| EA2972 EA2972 SUPERSEDED SURVEY CONTROL EA2972 EA2972 NAD 27 - 34 41 21.94653(N) 077 59 06.11579(W) AD( ) 2 EA2972 NGVD 29 (07/19/86) 13.6 (m) 45. (f) VERT ANG EA2972 EA2972.Superseded values are not recommended for survey control. EA2972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2972.See file dsdata.txt to determine how the superseded data were derived. EA2972 EA2972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD2656942677(NAD 83) EA2972_MARKER: DE = TRAVERSE STATION DISK EA2972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2972_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2972_STAMPING: SAM 1973 EA2972_MARK LOGO: NCGS EA2972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2972+STABILITY: SURFACE MOTION EA2972 EA2972 HISTORY - Date Condition Report By EA2972 HISTORY - 1973 MONUMENTED NCGS EA2972 HISTORY - 1978 MARK NOT FOUND BAKER EA2972 EA2972 STATION DESCRIPTION EA2972 EA2972'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EA2972'SAM IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EA2972'VICINITY OF WILLARD, NORTH CAROLINA. EA2972' EA2972'SAM IS LOCATED APPROXIMATELY 0.3 MILES WEST OF WILLARD, AND 3.2 MILES EA2972'SOUTH OF WALLACE. TO REACH STATION FROM INTERSECTION OF SR 1001 AND EA2972'SEABOARD COAST LINE RR IN WILLARD, PROCEED WEST ALONG SR 1001 FOR EA2972'0.3 MILES TO STATION ON LEFT ON EDGE OF BANK. AND 0.5 MILES EAST EA2972'OF INTERSECTION WITH SR 1321. EA2972' EA2972'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED SAM EA2972'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EA2972'FLUSH WITH THE GROUND. EA2972' EA2972'MARK IS EA2972'24.2 FEET S OF C/L OF SR 1001. EA2972'124.2 FEET E OF PP NO. 52 W/ALUMINUM REF. TAG. EA2972'31.2 FEET ESE OF THE EAST END OF CULVERT UNDER DRIVEWAY TO S.B. EA2972'SMITH HOME. EA2972'106.3 FEET SE OF 24 INCH OAK. EA2972'66.2 FEET S OF SE EDGE OF TOBACCO BARN FOUNDATION. EA2972 EA2972 STATION RECOVERY (1978) EA2972 EA2972'RECOVERY NOTE BY M BAKER JR INCORPORATED 1978 (JM) EA2972'STATION NOT RECOVERED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1103 *********************************************************************** EA1103 DESIGNATION - SAUNDERS EA1103 PID - EA1103 EA1103 STATE/COUNTY- NC/PENDER EA1103 USGS QUAD - BURGAW (1988) EA1103 EA1103 *CURRENT SURVEY CONTROL EA1103 ___________________________________________________________________ EA1103* NAD 83(1986)- 34 35 34.46609(N) 077 53 00.58262(W) ADJUSTED EA1103* NAVD 88 - 10.459 (meters) 34.31 (feet) ADJUSTED EA1103 ___________________________________________________________________ EA1103 LAPLACE CORR- -3.85 (seconds) DEFLEC99 EA1103 GEOID HEIGHT- -36.50 (meters) GEOID03 EA1103 DYNAMIC HT - 10.448 (meters) 34.28 (feet) COMP EA1103 MODELED GRAV- 979,674.8 (mgal) NAVD 88 EA1103 EA1103 HORZ ORDER - SECOND EA1103 VERT ORDER - SECOND CLASS II EA1103 EA1103.The North Carolina HARNS have been completed but, EA1103.due to contractual restrictions, coordinates for these stations EA1103.will NOT be published in the near future. In the interim, the EA1103.published coordinates in North Carolina will not be EA1103.consistent with the Continuously Operating Reference Stations EA1103.(CORS). The HARN coordinates for these stations are available EA1103.upon request. Contact Gary Thompson(919-733-3836). EA1103. EA1103.In addition, the published North Carolina positions EA1103.(NAD 83 (1986)) are NOT consistent with those determined in EA1103.adjacent state readjustments. The discontinuity between stations EA1103.located in North Carolina and those in adjacent states EA1103.which have been adjusted to the HARN may be as much as 5 EA1103.decimeters. This will result in a significant loss of accuracy EA1103.over lines crossing such state borders. EA1103 EA1103 EA1103.The horizontal coordinates were established by classical geodetic methods EA1103.and adjusted by the National Geodetic Survey in July 1986. EA1103 EA1103.The orthometric height was determined by differential leveling EA1103.and adjusted by the National Geodetic Survey in June 1991. EA1103 EA1103.The Laplace correction was computed from DEFLEC99 derived deflections. EA1103 EA1103.The geoid height was determined by GEOID03. EA1103 EA1103.The dynamic height is computed by dividing the NAVD 88 EA1103.geopotential number by the normal gravity value computed on the EA1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1103.degrees latitude (g = 980.6199 gals.). EA1103 EA1103.The modeled gravity was interpolated from observed gravity values. EA1103 EA1103; North East Units Scale Factor Converg. EA1103;SPC NC - 94,081.248 712,018.626 MT 0.99993823 +0 38 39.9 EA1103;SPC NC - 308,664.89 2,336,014.44 sFT 0.99993823 +0 38 39.9 EA1103;UTM 18 - 3,831,679.574 235,539.815 MT 1.00046214 -1 38 16.9 EA1103 EA1103! - Elev Factor x Scale Factor = Combined Factor EA1103!SPC NC - 1.00000409 x 0.99993823 = 0.99994232 EA1103!UTM 18 - 1.00000409 x 1.00046214 = 1.00046623 EA1103 EA1103: Primary Azimuth Mark Grid Az EA1103:SPC NC - BRADSHAW 052 42 43.0 EA1103:UTM 18 - BRADSHAW 054 59 39.8 EA1103 EA1103|---------------------------------------------------------------------| EA1103| PID Reference Object Distance Geod. Az | EA1103| dddmmss.s | EA1103| EA0985 BRADSHAW APPROX. 0.7 KM 0532122.9 | EA1103|---------------------------------------------------------------------| EA1103 EA1103 SUPERSEDED SURVEY CONTROL EA1103 EA1103 NAD 27 - 34 35 33.87066(N) 077 53 01.62455(W) AD( ) 2 EA1103 NGVD 29 (??/??/92) 10.752 (m) 35.28 (f) ADJ UNCH 2 2 EA1103 EA1103.Superseded values are not recommended for survey control. EA1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1103.See file dsdata.txt to determine how the superseded data were derived. EA1103 EA1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3554031680(NAD 83) EA1103_MARKER: DD = SURVEY DISK EA1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1103_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1103_STAMPING: SAUNDERS 1974 EA1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1103+STABILITY: SURFACE MOTION EA1103 EA1103 HISTORY - Date Condition Report By EA1103 HISTORY - 1974 MONUMENTED NCGS EA1103 HISTORY - 1975 GOOD NCGS EA1103 EA1103 STATION DESCRIPTION EA1103 EA1103'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA1103'SAUNDERS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA1103'IN THE VICINITY OF BURGAW, NORTH CAROLINA. EA1103' EA1103'SAUNDERS IS LOCATED APPROXIMATELY 3.7 MILES NORTHEAST OF EA1103'BURGAW. TO REACH STATION FROM THE INTERSECTION OF U.S. 117 BYPASS EA1103'WITH NC 53 AT NORTHEAST EDGE OF BURGAW, PROCEED NORTHEAST ALONG EA1103'NC 53 FOR 3.0 MILES TO STATION ON LEFT AT SOUTHEAST CORNER OF YARD EA1103'OF SAUNDERS RESIDENCE, AND 0.1 MILE NORTHEAST OF INTERSECTION EA1103'WITH SR 1504. EA1103' EA1103'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1103'SAUNDERS 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA1103'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EA1103' EA1103'MARK IS 30.5 FT NW OF C/L OF NC 53 EA1103' EA1103'7.9 FT NE OF C/L OF DRIVEWAY EA1103' EA1103'2.9 FT SW OF PP WITH ALUMINUM REF. TAG EA1103' EA1103'70.2 FT N OF SUPPORT PP 16526 WITH ALUMINUM REF. TAG EA1103' EA1103'86.7 FT W OF SIGN POST WITH ALUMINUM REF. TAG EA1103' EA1103'66.7 FT NW OF TELEPHONE PEDESTAL SS-84 EA1103 EA1103 STATION RECOVERY (1975) EA1103 EA1103'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA1103'3.7 MI NE FROM BURGAW. EA1103'TO REACH STATION FROM INTERSECTION OF US 117 BYPASS WITH NC 53 AT EA1103'NORTHEAST EDGE OF BURGAW, PROCEED NORTHEAST ALONG NC 53 FOR 3.0 MILES EA1103'TO STATION ON LEFT AT SOUTHEAST CORNER OF YARD OF SAUNDERS RESIDENCE, EA1103'AND 0.1 MILE NORTHEAST OF INTERSECTION WITH SR 1504. 30.5 FT. NW OF EA1103'C/L OF NC 53, 7.9 FT. NE OF C/L OF DRIVEWAY, 2.9 FT. SW OF PP WITH EA1103'ALUMINUM REF. TAG, 70.2 FT. N OF SUPPORT POWER POLE NO. 16526 WITH EA1103'ALUMINUM REF. TAG, 86.7 FT. W OF SIGN POST WITH ALUMINUM REF. TAG, AND EA1103'66.7 FT. NW OF TELEPHONE PEDESTAL NO. SS-84. DISK IS SET IN CONCRETE EA1103'CYLINDER, FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1988 *********************************************************************** EB1988 DESIGNATION - SAW EB1988 PID - EB1988 EB1988 STATE/COUNTY- NC/PENDER EB1988 USGS QUAD - COSTIN (1984) EB1988 EB1988 *CURRENT SURVEY CONTROL EB1988 ___________________________________________________________________ EB1988* NAD 83(1986)- 34 30 43.14636(N) 078 03 50.03710(W) ADJUSTED EB1988* NAVD 88 - 15.9 (meters) 52. (feet) VERTCON EB1988 ___________________________________________________________________ EB1988 LAPLACE CORR- -3.30 (seconds) DEFLEC99 EB1988 GEOID HEIGHT- -36.06 (meters) GEOID03 EB1988 EB1988 HORZ ORDER - SECOND EB1988 EB1988.The North Carolina HARNS have been completed but, EB1988.due to contractual restrictions, coordinates for these stations EB1988.will NOT be published in the near future. In the interim, the EB1988.published coordinates in North Carolina will not be EB1988.consistent with the Continuously Operating Reference Stations EB1988.(CORS). The HARN coordinates for these stations are available EB1988.upon request. Contact Gary Thompson(919-733-3836). EB1988. EB1988.In addition, the published North Carolina positions EB1988.(NAD 83 (1986)) are NOT consistent with those determined in EB1988.adjacent state readjustments. The discontinuity between stations EB1988.located in North Carolina and those in adjacent states EB1988.which have been adjusted to the HARN may be as much as 5 EB1988.decimeters. This will result in a significant loss of accuracy EB1988.over lines crossing such state borders. EB1988 EB1988 EB1988.The horizontal coordinates were established by classical geodetic methods EB1988.and adjusted by the National Geodetic Survey in July 1986. EB1988 EB1988.The NAVD 88 height was computed by applying the VERTCON shift value to EB1988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB1988 EB1988.The Laplace correction was computed from DEFLEC99 derived deflections. EB1988 EB1988.The geoid height was determined by GEOID03. EB1988 EB1988; North East Units Scale Factor Converg. EB1988;SPC NC - 84,934.151 695,555.280 MT 0.99995531 +0 32 25.0 EB1988;SPC NC - 278,654.79 2,282,000.95 sFT 0.99995531 +0 32 25.0 EB1988;UTM 17 - 3,822,841.318 769,547.570 MT 1.00049565 +1 39 52.3 EB1988;UTM 18 - 3,823,189.813 218,716.001 MT 1.00057536 -1 44 13.5 EB1988 EB1988! - Elev Factor x Scale Factor = Combined Factor EB1988!SPC NC - 1.00000316 x 0.99995531 = 0.99995847 EB1988!UTM 17 - 1.00000316 x 1.00049565 = 1.00049881 EB1988!UTM 18 - 1.00000316 x 1.00057536 = 1.00057852 EB1988 EB1988: Primary Azimuth Mark Grid Az EB1988:SPC NC - UNION 145 09 08.4 EB1988:UTM 17 - UNION 144 01 41.1 EB1988:UTM 18 - UNION 147 25 46.9 EB1988 EB1988|---------------------------------------------------------------------| EB1988| PID Reference Object Distance Geod. Az | EB1988| dddmmss.s | EB1988| EB1981 UNION APPROX. 0.8 KM 1454133.4 | EB1988|---------------------------------------------------------------------| EB1988 EB1988 SUPERSEDED SURVEY CONTROL EB1988 EB1988 NAD 27 - 34 30 42.54233(N) 078 03 51.05561(W) AD( ) 2 EB1988 NGVD 29 (07/19/86) 16.2 (m) 53. (f) VERT ANG EB1988 EB1988.Superseded values are not recommended for survey control. EB1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1988.See file dsdata.txt to determine how the superseded data were derived. EB1988 EB1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6954822841(NAD 83) EB1988_MARKER: DE = TRAVERSE STATION DISK EB1988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1988_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB1988_STAMPING: SAW 1973 EB1988_MARK LOGO: NCGS EB1988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1988+STABILITY: SURFACE MOTION EB1988 EB1988 HISTORY - Date Condition Report By EB1988 HISTORY - 1973 MONUMENTED NCGS EB1988 HISTORY - 1980 GOOD LOCSUR EB1988 HISTORY - 1986 MARK NOT FOUND USPSQD EB1988 HISTORY - 20040619 MARK NOT FOUND USPSQD EB1988 EB1988 STATION DESCRIPTION EB1988 EB1988'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB1988'SAW IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB1988'VICINITY OF CURRIE, NORTH CAROLINA. EB1988' EB1988'SAW IS LOCATED APPROXIMATELY 04.0 MILES NNE OF CURRIE, AND 08.5 MILES EB1988'WSW OF BURGAW. TO REACH THE STATION FROM INTERSECTION OF US 421 AND EB1988'NC 53 (WARDS CORNER) WEST OF BURGAW. PROCEED SOUTH ALONG US 421 EB1988'FOR 1.55 MILES TO STATION ON THE RIGHT SHOULDER. 0.55 MILES NORTH EB1988'OF INTERSECTION WITH SR 1123 (WEST) NEAR UNION CHAPEL BAPTIST EB1988'CHURCH, AND APPROXIMATELY 500 FEET SOUTH NUNA LEE LUMBER COMPANY. EB1988' EB1988'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED SAW EB1988'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 5 EB1988'INCHES BELOW THE SURFACE OF THE GROUND. EB1988' EB1988'MARK IS EB1988' EB1988'20.7 FEET WSW OF C/L OF US 421. EB1988'107.6 FEET NNW OF R/W MARKER. EB1988'65.3 FEET NNE OF 6 INCH OAK W/ALUMINUM REF. TAG. EB1988'73.3 FEET ESE OF 12 INCH PINE W/ALUMINUM REF. TAG. EB1988'133.5 FEET SE OF THE (SOUTH) END OF HEADWALL ON WEST SIDE OF US EB1988'421. EB1988 EB1988 STATION RECOVERY (1980) EB1988 EB1988'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 EB1988'SAW 1973 RECOVERED GOOD. EB1988' EB1988'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4.0 FEET NNE OF EB1988'CURRIE. EB1988 EB1988 STATION RECOVERY (1986) EB1988 EB1988'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHW) EB1988'MARK NOT FOUND. EB1988 EB1988 STATION RECOVERY (2004) EB1988 EB1988'RECOVERY NOTE BY US POWER SQUADRON 2004 EB1988'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2506 *********************************************************************** EA2506 DESIGNATION - SEARS EA2506 PID - EA2506 EA2506 STATE/COUNTY- NC/PENDER EA2506 USGS QUAD - HOLLY RIDGE (1997) EA2506 EA2506 *CURRENT SURVEY CONTROL EA2506 ___________________________________________________________________ EA2506* NAD 83(1986)- 34 25 55.32169(N) 077 33 01.62075(W) ADJUSTED EA2506* NAVD 88 - 1. (meters) 3. (feet) SCALED EA2506 ___________________________________________________________________ EA2506 LAPLACE CORR- -1.94 (seconds) DEFLEC99 EA2506 GEOID HEIGHT- -37.38 (meters) GEOID03 EA2506 EA2506 HORZ ORDER - THIRD EA2506 EA2506.The North Carolina HARNS have been completed but, EA2506.due to contractual restrictions, coordinates for these stations EA2506.will NOT be published in the near future. In the interim, the EA2506.published coordinates in North Carolina will not be EA2506.consistent with the Continuously Operating Reference Stations EA2506.(CORS). The HARN coordinates for these stations are available EA2506.upon request. Contact Gary Thompson(919-733-3836). EA2506. EA2506.In addition, the published North Carolina positions EA2506.(NAD 83 (1986)) are NOT consistent with those determined in EA2506.adjacent state readjustments. The discontinuity between stations EA2506.located in North Carolina and those in adjacent states EA2506.which have been adjusted to the HARN may be as much as 5 EA2506.decimeters. This will result in a significant loss of accuracy EA2506.over lines crossing such state borders. EA2506 EA2506 EA2506.The horizontal coordinates were established by classical geodetic methods EA2506.and adjusted by the National Geodetic Survey in July 1986. EA2506 EA2506.The orthometric height was scaled from a topographic map. EA2506 EA2506.The Laplace correction was computed from DEFLEC99 derived deflections. EA2506 EA2506.The geoid height was determined by GEOID03. EA2506 EA2506; North East Units Scale Factor Converg. EA2506;SPC NC - 76,632.831 742,827.611 MT 0.99997413 +0 50 11.9 EA2506;SPC NC - 251,419.55 2,437,093.59 sFT 0.99997413 +0 50 11.9 EA2506;UTM 18 - 3,813,011.190 265,642.406 MT 1.00027705 -1 26 33.9 EA2506 EA2506! - Elev Factor x Scale Factor = Combined Factor EA2506!SPC NC - 1.00000576 x 0.99997413 = 0.99997989 EA2506!UTM 18 - 1.00000576 x 1.00027705 = 1.00028281 EA2506 EA2506: Primary Azimuth Mark Grid Az EA2506:SPC NC - BECK 247 28 56.1 EA2506:UTM 18 - BECK 249 45 41.9 EA2506 EA2506|---------------------------------------------------------------------| EA2506| PID Reference Object Distance Geod. Az | EA2506| dddmmss.s | EA2506| EA2505 SEARS LANDING TANK APPROX. 0.7 KM 1454447.6 | EA2506| EA0689 SEARS RM 1 10.400 METERS 14545 | EA2506| EA2489 BEACON 72 APPROX. 0.7 KM 2310045.6 | EA2506| EA2507 SEARS 2 13.502 METERS 23433 | EA2506| EA0688 SEARS RM 2 5.770 METERS 24819 | EA2506| EA2490 BECK APPROX. 2.5 KM 2481908.0 | EA2506|---------------------------------------------------------------------| EA2506 EA2506 SUPERSEDED SURVEY CONTROL EA2506 EA2506 NAD 27 - 34 25 54.72300(N) 077 33 02.73300(W) AD( ) 3 EA2506 EA2506.Superseded values are not recommended for survey control. EA2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2506.See file dsdata.txt to determine how the superseded data were derived. EA2506 EA2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6564213011(NAD 83) EA2506_MARKER: DS = TRIANGULATION STATION DISK EA2506_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EA2506_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EA2506 EA2506 HISTORY - Date Condition Report By EA2506 HISTORY - 1943 MONUMENTED CGS EA2506 HISTORY - 1954 SEE DESCRIPTION CGS EA2506 HISTORY - 1987 MARK NOT FOUND USPSQD EA2506 EA2506 STATION DESCRIPTION EA2506 EA2506'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (HCA) EA2506'THE STATION IS ON THE SW SIDE OF SEARS LANDING ROAD, ABOUT 75 EA2506'YARDS NW OF THE NW END OF THE BRIDGE AT SEARS LANDING, ABOUT 25 EA2506'YARDS NE OF THE HIGH-WATER LINE, 12 YARDS NW OF A WOODEN FENCE, EA2506'AND 10 YARDS SW OF THE CENTER LINE OF THE ROAD. IT PROJECTS ABOUT EA2506'3 INCHES AND IS STAMPED SEARS 1943. EA2506' EA2506'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE EA2506'AT THE CENTER OF THE TOPS OF TILES EMBEDDED IN THE GROUND. EA2506' EA2506'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE. EA2506' EA2506'REFERENCE MARKS ARE STAMPED SEARS NO. 1 1943 AND SEARS NO. 2 1943. EA2506 EA2506 STATION RECOVERY (1954) EA2506 EA2506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ) EA2506'THE SUBSURFACE STATION MARK WAS RECOVERED, BUT THE SURFACE MARK EA2506'WAS GONE. REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN EA2506'GOOD CONDITION. DUE TO HIGHWAY CONSTRUCTION, A NEW STATION, SEARS EA2506'2, AND REFERENCE MARKS 3 AND 4 WERE ESTABLISHED. THE 1943 EA2506'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING EXCEPTIONS-- EA2506' EA2506'THE SEARS LANDING TANK, WHICH WAS USED FOR THE AZIMUTH MARK, HAS EA2506'BEEN DESTROYED, AND THE VILLAGE OF SEARS LANDING HAS BEEN RENAMED EA2506'SURF CITY. EA2506 EA2506 STATION RECOVERY (1987) EA2506 EA2506'RECOVERY NOTE BY US POWER SQUADRON 1987 (HW) EA2506'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2507 *********************************************************************** EA2507 DESIGNATION - SEARS 2 EA2507 PID - EA2507 EA2507 STATE/COUNTY- NC/PENDER EA2507 USGS QUAD - HOLLY RIDGE (1997) EA2507 EA2507 *CURRENT SURVEY CONTROL EA2507 ___________________________________________________________________ EA2507* NAD 83(1986)- 34 25 55.06759(N) 077 33 02.05159(W) ADJUSTED EA2507* NAVD 88 - 1. (meters) 3. (feet) SCALED EA2507 ___________________________________________________________________ EA2507 LAPLACE CORR- -1.94 (seconds) DEFLEC99 EA2507 GEOID HEIGHT- -37.38 (meters) GEOID03 EA2507 EA2507 HORZ ORDER - THIRD EA2507 EA2507.The North Carolina HARNS have been completed but, EA2507.due to contractual restrictions, coordinates for these stations EA2507.will NOT be published in the near future. In the interim, the EA2507.published coordinates in North Carolina will not be EA2507.consistent with the Continuously Operating Reference Stations EA2507.(CORS). The HARN coordinates for these stations are available EA2507.upon request. Contact Gary Thompson(919-733-3836). EA2507. EA2507.In addition, the published North Carolina positions EA2507.(NAD 83 (1986)) are NOT consistent with those determined in EA2507.adjacent state readjustments. The discontinuity between stations EA2507.located in North Carolina and those in adjacent states EA2507.which have been adjusted to the HARN may be as much as 5 EA2507.decimeters. This will result in a significant loss of accuracy EA2507.over lines crossing such state borders. EA2507 EA2507 EA2507.The horizontal coordinates were established by classical geodetic methods EA2507.and adjusted by the National Geodetic Survey in July 1986. EA2507.No horizontal observational check was made to the station. EA2507 EA2507.The orthometric height was scaled from a topographic map. EA2507 EA2507.The Laplace correction was computed from DEFLEC99 derived deflections. EA2507 EA2507.The geoid height was determined by GEOID03. EA2507 EA2507; North East Units Scale Factor Converg. EA2507;SPC NC - 76,624.842 742,816.726 MT 0.99997414 +0 50 11.6 EA2507;SPC NC - 251,393.34 2,437,057.88 sFT 0.99997414 +0 50 11.6 EA2507;UTM 18 - 3,813,003.638 265,631.209 MT 1.00027711 -1 26 34.1 EA2507 EA2507! - Elev Factor x Scale Factor = Combined Factor EA2507!SPC NC - 1.00000576 x 0.99997414 = 0.99997990 EA2507!UTM 18 - 1.00000576 x 1.00027711 = 1.00028287 EA2507 EA2507|---------------------------------------------------------------------| EA2507| PID Reference Object Distance Geod. Az | EA2507| dddmmss.s | EA2507| EA2506 SEARS 13.502 METERS 05433 | EA2507| EA3774 SEARS 2 RM 3 12.280 METERS 15856 | EA2507| EA3775 SEARS 2 RM 4 11.550 METERS 32616 | EA2507|---------------------------------------------------------------------| EA2507 EA2507 SUPERSEDED SURVEY CONTROL EA2507 EA2507 NAD 27 - 34 25 54.46900(N) 077 33 03.16400(W) AD( ) 3 EA2507 EA2507.Superseded values are not recommended for survey control. EA2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2507.See file dsdata.txt to determine how the superseded data were derived. EA2507 EA2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6563113004(NAD 83) EA2507_MARKER: DS = TRIANGULATION STATION DISK EA2507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2507_STAMPING: SEARS 2 1954 EA2507_MARK LOGO: CGS EA2507_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EA2507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2507+STABILITY: SURFACE MOTION EA2507_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EA2507+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005 EA2507 EA2507 HISTORY - Date Condition Report By EA2507 HISTORY - 1954 MONUMENTED CGS EA2507 HISTORY - 1964 GOOD CGS EA2507 HISTORY - 1974 GOOD NGS EA2507 HISTORY - 19910306 GOOD NCGS EA2507 HISTORY - 20050318 GOOD USPSQD EA2507 EA2507 STATION DESCRIPTION EA2507 EA2507'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ) EA2507'STATION IS LOCATED ABOUT 1-1/2 MI. W OF THE VILLAGE OF SURF CITY, EA2507'80 YDS. SW OF THE SW END OF A DRAWBRIDGE, AND ON THE S SIDE OF EA2507'TOPSAIL ROAD. IT IS 72 FT. S OF THE CENTERLINE OF TOPSAIL ROAD, EA2507'AND 50 FT. N OF THE HIGH-WATERLINE. THE MARK PROJECTS 6 IN., AND EA2507'THE DISK IS STAMPED SEARS 2 1954. EA2507' EA2507'REFERENCE MARK 3 IS 75 FT. S OF THE CENTERLINE OF TOPSAIL ROAD, EA2507'AND 55 FT. N OF THE HIGH-WATERLINE. THE MARK PROJECTS 6 IN., AND EA2507'THE DISK IS STAMPED SEARS 2 RM 3 1954. EA2507' EA2507'REFERENCE MARK 4 IS 85 FT. S OF THE CENTERLINE OF TOPSAIL ROAD, EA2507'AND 50 FT. N OF THE HIGH-WATERLINE. THE MARK PROJECTS 6 IN., AND EA2507'THE DISK IS STAMPED SEARS 2 RM 4 1954. EA2507' EA2507'TO REACH THE STATION FROM THE SW END OF THE VILLAGE OF SURF CITY, EA2507'GO SW ON TOPSAIL ROAD FOR 2.0 MI. TO A DRAWBRIDGE AND THE STATION EA2507'AS DESCRIBED. EA2507' EA2507'A TRAVERSE CONNECTION WAS MADE FROM STATION SEARS TO STATION EA2507'SEARS 2, AND THE DISTANCE IS 44.30 FT. OR 13.502 M. EA2507' EA2507'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EA2507 EA2507 STATION RECOVERY (1964) EA2507 EA2507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA2507'THE STATION MARK AND R.M. NO 4 WERE RECOVERED IN GOOD EA2507'CONDITION. R.M. NO 3 HAS BEEN HIT BY A ROAD MACHINE AND IS LEANING EA2507'SLIGHTLY. THE STATION MARK HAD ALSO BEEN HIT AND THE CORNERS EA2507'CHIPPED OFF BUT THE DISK APPEARS TO BE UNDISTURBED. EA2507' EA2507'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS-- EA2507' EA2507'THE STATION IS ABOUT 60 YARDS SOUTHWEST OF THE NORTHWEST END OF EA2507'THE DRAWBRIDGE, 88.0 FEET SOUTH OF THE MOST NORTHWEST BRIDGE EA2507'BARRICADE ON THE SOUTH SIDE OF ROAD, 73.0 FEET SOUTHWEST OF THE EA2507'CENTERLINE OF THE ROAD, 47.0 FEET NORTHEAST OF HIGH WATER LINE, EA2507'40.5 FEET WEST OF POWER POLE 426 AND 1.0 FOOT NORTH OF A METAL EA2507'WITNESS POST. IT IS FLUSH WITH THE GROUND AND IS STAMPED SEARS EA2507'2 1954. EA2507' EA2507'R.M. NO 4 IS 71.5 FEET SOUTHWEST OF CENTERLINE OF ROAD, 63.0 FEET EA2507'SOUTHWEST OF THE MOST NORTHWEST BRIDGE BARRICADE, 75.0 FEET WEST EA2507'OF POWER POLE 426 AND 40.5 FEET N NORTHEAST OF HIGH WATER LINE. EA2507'THE R.M. PROJECTS ABOUT 4 INCHES. EA2507' EA2507'R.M. NO 3 IS 83.0 FEET SOUTH OF CENTERLINE OF ROAD, 44.5 FEET EA2507'NORTH OF HIGH WATER LINE AND 32.0 FEET SOUTHWEST OF POWER POLE EA2507'426. THE R.M. PROJECTS ABOUT 4 INCHES AND LEANING SLIGHTLY. EA2507' EA2507'THE DISTANCE TO R.M. 4 WAS VERIFIED. A SLIGHT CHANGE WAS EA2507'NOTED IN THE DISTANCE TO THE DAMAGED R.M. EA2507 EA2507 STATION RECOVERY (1974) EA2507 EA2507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RST) EA2507'STATION AND REFERENCE MARK 4 RECOVERED IN GOOD CONDITION. REFERENCE EA2507'MARK 3 RECOVERED IN POOR CONDITION. STAMPINGS AND DISTANCES WERE EA2507'VERIFIED. EA2507' EA2507'THE DESCRIPTION BY DAJ IN 1954 ARE ADEQUATE WITH THE FOLLOWING-- EA2507' EA2507'WHEN APPROACHING THE BRIDGE TO TOPSAIL ISLAND ON NC HGY. 210 EA2507'FROM THE NORTHEAST, JOG RIGHT ON LAST DIRT LANE JUST BEFORE BRIDGE, EA2507'FOLLOW IT .01 MILE TO A LANDING. FOLLOW SHORELINE TO THE EA2507'SOUTHWEST ABOUT 50 YARDS S TO STATION SITE. EA2507' EA2507'REFERENCE MARK 3 IS SOUTH SOUTHEAST OF STATION, REFERENCE MARK 4 EA2507'IS NORTHWEST OF STATION. EA2507 EA2507 STATION RECOVERY (1991) EA2507 EA2507'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (TLB) EA2507'RECOVERED AS DESCRIBED. DESCRIPTION IS ADEQUATE WITH THE FOLLOWING EA2507'CORRECTIONS. MARK IS 10 FEET (3.0 M) LOWER THAN CENTERLINE OF HIGHWAY EA2507'AND FLUSH WITH GROUND. LOCATED 6.50 FT (1.98 M) NORTHEAST OF A 4 X 4 EA2507'POST WITH ELECTRIC METER, 28.0 FT (8.5 M) SOUTHWEST OF A POWER POLE, EA2507'AND 56.0 FT (17.1 M) NORTHWEST OF AN ANCHOR SUPPORT POLE--ALL THREE EA2507'WITH REFERENCE TAGS. EA2507 EA2507 STATION RECOVERY (2005) EA2507 EA2507'RECOVERY NOTE BY US POWER SQUADRON 2005 (PKH) EA2507'4 X 4 POST WITH METER MISSING. ANCHOR SUPPORT POLE DECOMPOSED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2505 *********************************************************************** EA2505 DESIGNATION - SEARS LANDING TANK EA2505 PID - EA2505 EA2505 STATE/COUNTY- NC/PENDER EA2505 USGS QUAD - HOLLY RIDGE (1997) EA2505 EA2505 *CURRENT SURVEY CONTROL EA2505 ___________________________________________________________________ EA2505* NAD 83(1986)- 34 25 35.29101(N) 077 32 45.15998(W) ADJUSTED EA2505* NAVD 88 - EA2505 ___________________________________________________________________ EA2505 LAPLACE CORR- -1.88 (seconds) DEFLEC99 EA2505 GEOID HEIGHT- -37.40 (meters) GEOID03 EA2505 EA2505 HORZ ORDER - THIRD EA2505 EA2505.The North Carolina HARNS have been completed but, EA2505.due to contractual restrictions, coordinates for these stations EA2505.will NOT be published in the near future. In the interim, the EA2505.published coordinates in North Carolina will not be EA2505.consistent with the Continuously Operating Reference Stations EA2505.(CORS). The HARN coordinates for these stations are available EA2505.upon request. Contact Gary Thompson(919-733-3836). EA2505. EA2505.In addition, the published North Carolina positions EA2505.(NAD 83 (1986)) are NOT consistent with those determined in EA2505.adjacent state readjustments. The discontinuity between stations EA2505.located in North Carolina and those in adjacent states EA2505.which have been adjusted to the HARN may be as much as 5 EA2505.decimeters. This will result in a significant loss of accuracy EA2505.over lines crossing such state borders. EA2505 EA2505 EA2505.The horizontal coordinates were established by classical geodetic methods EA2505.and adjusted by the National Geodetic Survey in July 1986. EA2505 EA2505 EA2505.The Laplace correction was computed from DEFLEC99 derived deflections. EA2505 EA2505.The geoid height was determined by GEOID03. EA2505 EA2505; North East Units Scale Factor Converg. EA2505;SPC NC - 76,021.835 743,256.868 MT 0.99997551 +0 50 21.4 EA2505;SPC NC - 249,414.97 2,438,501.91 sFT 0.99997551 +0 50 21.4 EA2505;UTM 18 - 3,812,383.417 266,047.146 MT 1.00027471 -1 26 23.9 EA2505 EA2505 SUPERSEDED SURVEY CONTROL EA2505 EA2505 NAD 27 - 34 25 34.69300(N) 077 32 46.27300(W) AD( ) 3 EA2505 EA2505.Superseded values are not recommended for survey control. EA2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2505.See file dsdata.txt to determine how the superseded data were derived. EA2505 EA2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6604712383(NAD 83) EA2505_MARKER: 53 = ELEVATED TANK EA2505 EA2505 HISTORY - Date Condition Report By EA2505 HISTORY - 1943 FIRST OBSERVED CGS EA2505 HISTORY - 1974 SEE DESCRIPTION NGS EA2505 EA2505 STATION DESCRIPTION EA2505 EA2505'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (HCA) EA2505'THE STATION IS THE CENTER OF THE ORANGE AND BLACK WATER TANK EA2505'ON THE MILITARY RESERVATION ON THE ISLAND DIRECTLY OPPOSITE EA2505'SEARS LANDING. THE TANK IS NW OF THE INTERSECTION OF THE EA2505'SEARS LANDING ROAD AND THE ROAD ON THE ISLAND. EA2505' EA2505'THE TANK IS AN ELEVATED STEEL TANK SUPPORTED BY A SKELETON EA2505'STEEL STRUCTURE. IT IS ABOUT 50 FEET HIGH. THIS IS AN EA2505'INTERSECTION STATION. EA2505 EA2505 STATION RECOVERY (1974) EA2505 EA2505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RST) EA2505'TANK WAS SEARCHED FOR ACCORDING TO LOCALS IT HAD BEEN REMOVED EA2505'YEARS AGO. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0921 *********************************************************************** EA0921 DESIGNATION - SHACK EA0921 PID - EA0921 EA0921 STATE/COUNTY- NC/PENDER EA0921 USGS QUAD - WALLACE EAST (1981) EA0921 EA0921 *CURRENT SURVEY CONTROL EA0921 ___________________________________________________________________ EA0921* NAD 83(1986)- 34 39 19.03949(N) 077 55 37.65551(W) ADJUSTED EA0921* NAVD 88 - 17.416 (meters) 57.14 (feet) ADJUSTED EA0921 ___________________________________________________________________ EA0921 LAPLACE CORR- -3.91 (seconds) DEFLEC99 EA0921 GEOID HEIGHT- -36.36 (meters) GEOID03 EA0921 DYNAMIC HT - 17.399 (meters) 57.08 (feet) COMP EA0921 MODELED GRAV- 979,675.7 (mgal) NAVD 88 EA0921 EA0921 HORZ ORDER - SECOND EA0921 VERT ORDER - SECOND CLASS II EA0921 EA0921.The North Carolina HARNS have been completed but, EA0921.due to contractual restrictions, coordinates for these stations EA0921.will NOT be published in the near future. In the interim, the EA0921.published coordinates in North Carolina will not be EA0921.consistent with the Continuously Operating Reference Stations EA0921.(CORS). The HARN coordinates for these stations are available EA0921.upon request. Contact Gary Thompson(919-733-3836). EA0921. EA0921.In addition, the published North Carolina positions EA0921.(NAD 83 (1986)) are NOT consistent with those determined in EA0921.adjacent state readjustments. The discontinuity between stations EA0921.located in North Carolina and those in adjacent states EA0921.which have been adjusted to the HARN may be as much as 5 EA0921.decimeters. This will result in a significant loss of accuracy EA0921.over lines crossing such state borders. EA0921 EA0921 EA0921.The horizontal coordinates were established by classical geodetic methods EA0921.and adjusted by the National Geodetic Survey in July 1986. EA0921 EA0921.The orthometric height was determined by differential leveling EA0921.and adjusted by the National Geodetic Survey in June 1991. EA0921 EA0921.The Laplace correction was computed from DEFLEC99 derived deflections. EA0921 EA0921.The geoid height was determined by GEOID03. EA0921 EA0921.The dynamic height is computed by dividing the NAVD 88 EA0921.geopotential number by the normal gravity value computed on the EA0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0921.degrees latitude (g = 980.6199 gals.). EA0921 EA0921.The modeled gravity was interpolated from observed gravity values. EA0921 EA0921; North East Units Scale Factor Converg. EA0921;SPC NC - 100,956.451 707,941.680 MT 0.99992640 +0 37 09.2 EA0921;SPC NC - 331,221.29 2,322,638.66 sFT 0.99992640 +0 37 09.2 EA0921;UTM 18 - 3,838,715.578 231,737.989 MT 1.00048710 -1 39 55.7 EA0921;UTM 17 - 3,839,113.775 781,623.713 MT 1.00057768 +1 44 54.6 EA0921 EA0921! - Elev Factor x Scale Factor = Combined Factor EA0921!SPC NC - 1.00000297 x 0.99992640 = 0.99992937 EA0921!UTM 18 - 1.00000297 x 1.00048710 = 1.00049007 EA0921!UTM 17 - 1.00000297 x 1.00057768 = 1.00058066 EA0921 EA0921: Primary Azimuth Mark Grid Az EA0921:SPC NC - LONE 151 11 44.0 EA0921:UTM 18 - LONE 153 28 48.9 EA0921:UTM 17 - LONE 150 03 58.6 EA0921 EA0921|---------------------------------------------------------------------| EA0921| PID Reference Object Distance Geod. Az | EA0921| dddmmss.s | EA0921| EA0920 LONE APPROX. 0.6 KM 1514853.2 | EA0921|---------------------------------------------------------------------| EA0921 EA0921 SUPERSEDED SURVEY CONTROL EA0921 EA0921 NAD 27 - 34 39 18.44293(N) 077 55 38.70495(W) AD( ) 2 EA0921 NGVD 29 (??/??/92) 17.702 (m) 58.08 (f) ADJ UNCH 2 2 EA0921 EA0921.Superseded values are not recommended for survey control. EA0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0921.See file dsdata.txt to determine how the superseded data were derived. EA0921 EA0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3173838716(NAD 83) EA0921_MARKER: DD = SURVEY DISK EA0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA0921_STAMPING: SHACK 1968 EA0921_MAGNETIC: N = NO MAGNETIC MATERIAL EA0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0921+STABILITY: SURFACE MOTION EA0921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA0921+SATELLITE: SATELLITE OBSERVATIONS - 1986 EA0921 EA0921 HISTORY - Date Condition Report By EA0921 HISTORY - 1968 MONUMENTED NCGS EA0921 HISTORY - 1975 GOOD NCGS EA0921 HISTORY - 1986 GOOD NGS EA0921 EA0921 STATION DESCRIPTION EA0921 EA0921'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0921'SHACK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA0921'IN THE VICINITY OF WALLACE, NORTH CAROLINA. EA0921' EA0921'SHACK IS LOCATED APPROXIMATELY 6.7 MILES SOUTHEAST OF THE EA0921'CENTER OF WALLACE. TO REACH STATION PROCEED FROM EA0921'PENDER-DUPLIN COUNTY LINE, GO SOUTH ON U.S. 117 FOR 5.35 MILES EA0921'TO STATION. WHICH IS ON THE EAST SHOULDER OF U.S. 117, 42 EA0921'FEET SOUTHEAST OF DITCH TO THE EAST, 0.55 MILE NORTH OF EA0921'INTERSECTION OF SR 1502 AND 1.75 MILES SOUTH OF INTERSECTION EA0921'OF SR 1315 AND U.S. 117. EA0921' EA0921'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0921'SHACK 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA0921'WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EA0921' EA0921'MARK IS EA0921' EA0921'17.4 FT NE OF C/L OF U.S. 117 EA0921' EA0921'65.0 FT ENE OF PP 16076 ON W SIDE OF U.S. 117, AND WITH EA0921'ALUMINUM REF. TAG EA0921' EA0921'48.4 FT S OF PP 16075 ON E SIDE OF U.S. 117, AND WITH EA0921'ALUMINUM REF. TAG EA0921' EA0921'245.0 FT NW OF C/L OF DRIVEWAY TO OLD TWO STORY FRAME HOUSE EA0921 EA0921 STATION RECOVERY (1975) EA0921 EA0921'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0921'2.2 MI ENE FROM WATHA. EA0921'SHACK IS LOCATED APPROXIMATELY 7.2 MILES NORTH OF BURGAW. TO REACH EA0921'STATION FROM THE BRIDGE OVER ROCK FISH CREEK AT THE DUPLIN - PENDER EA0921'COUNTY LINE, PROCEED SOUTH ALONG US 117 FOR 5.35 MILES TO STATION IN EA0921'THE EAST SHOULDER OF HIGHWAY, AND 0.55 MILE NORTH OF INTERSECTION WITH EA0921'SR 1502. 17.4 FT. NE OF C/L OF US 117, 245.0 FT. NW OF C/L OF EA0921'DRIVEWAY TO OLD TWO STORY FRAME HOUSE, 42.0 FT. SE OF A DITCH, 48.4 EA0921'FT. S OF PP NO. 16075 WITH ALUMINUM REF. TAG, AND 65.0 FT. ENE OF PP EA0921'NO. 16076 WITH ALUMINUM REF. TAG ON W SIDE OF US 117. DISK IS SET IN EA0921'CONCRETE CYLINDER, 4 INCHES BELOW THE GROUND. EA0921 EA0921 STATION RECOVERY (1986) EA0921 EA0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (MRM) EA0921'THE STATION WAS RECOVERED AT THIS DATE, EA0921'IN GOOD CONDITION. EA0921' EA0921'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) EA0921'SOUTHEAST OF WALLACE, EA0921'11.3 KM (7.0 MI) NORTH-NORTHEAST OF BURGAW AND EA0921'4.8 KM (3.0 MI) EAST OF WATHA. EA0921'OWNERSHIP--HIGHWAY RIGHT-OF-WAY. EA0921' EA0921'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 117 AND EA0921'STATE HIGHWAY 41 IN WALLACE, GO SOUTHEAST FOR EA0921'2.5 KM (1.55 MI) ON HIGHWAY 117 TO THE COUNTY LINE AT A BRIDGE. EA0921'CONTINUE STRAIGHT AHEAD AND GO SOUTHEAST FOR EA0921'8.6 KM (5.35 MI) ON HIGHWAY 117 TO THE STATION ON THE LEFT. EA0921' EA0921'THE STATION IS A STANDARD NCGS DISK EA0921'STAMPED---SHACK 1968---, EA0921'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EA0921'25 CM IN DIAMETER RECESSED 15 CM BELOW GROUND. LOCATED EA0921'32.25 METERS (105.8 FT) NORTH-NORTHEAST FROM THE POWER POLE NUMBER EA0921'904 THAT IS ACROSS HIGHWAY, EA0921'15.39 METERS (50.5 FT) NORTH-NORTHEAST FROM THE APPROXIMATE CENTER EA0921'OF A PAVED DRIVEWAY AT HIGHWAY EDGE, EA0921'14.75 METERS (48.4 FT) SOUTH FROM THE POWER POLE NUMBER 16075 ON EA0921'THE EAST SIDE OF HIGHWAY 117 AND EA0921'5.18 METERS (17.0 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF EA0921'HIGHWAY 117. EA0921' EA0921'TI 4100 GPS SURVEY OF FAA AIRPORT SITES IN NORTH CAROLINA-FEBRUARY, EA0921'MARCH 1986. EA0921' EA0921'THIS STATION SUITABLE FOR GPS SURVEYS. EA0921' EA0921'DESCRIBED BY L.D. ACRES. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0929 *********************************************************************** EA0929 DESIGNATION - SHAM EA0929 PID - EA0929 EA0929 STATE/COUNTY- NC/PENDER EA0929 USGS QUAD - WALLACE EAST (1981) EA0929 EA0929 *CURRENT SURVEY CONTROL EA0929 ___________________________________________________________________ EA0929* NAD 83(1986)- 34 42 10.67780(N) 077 57 46.33573(W) ADJUSTED EA0929* NAVD 88 - 14.459 (meters) 47.44 (feet) ADJUSTED EA0929 ___________________________________________________________________ EA0929 LAPLACE CORR- -3.92 (seconds) DEFLEC99 EA0929 GEOID HEIGHT- -36.22 (meters) GEOID03 EA0929 DYNAMIC HT - 14.445 (meters) 47.39 (feet) COMP EA0929 MODELED GRAV- 979,680.1 (mgal) NAVD 88 EA0929 EA0929 HORZ ORDER - SECOND EA0929 VERT ORDER - SECOND CLASS II EA0929 EA0929.The North Carolina HARNS have been completed but, EA0929.due to contractual restrictions, coordinates for these stations EA0929.will NOT be published in the near future. In the interim, the EA0929.published coordinates in North Carolina will not be EA0929.consistent with the Continuously Operating Reference Stations EA0929.(CORS). The HARN coordinates for these stations are available EA0929.upon request. Contact Gary Thompson(919-733-3836). EA0929. EA0929.In addition, the published North Carolina positions EA0929.(NAD 83 (1986)) are NOT consistent with those determined in EA0929.adjacent state readjustments. The discontinuity between stations EA0929.located in North Carolina and those in adjacent states EA0929.which have been adjusted to the HARN may be as much as 5 EA0929.decimeters. This will result in a significant loss of accuracy EA0929.over lines crossing such state borders. EA0929 EA0929 EA0929.The horizontal coordinates were established by classical geodetic methods EA0929.and adjusted by the National Geodetic Survey in July 1986. EA0929 EA0929.The orthometric height was determined by differential leveling EA0929.and adjusted by the National Geodetic Survey in June 1991. EA0929 EA0929.The Laplace correction was computed from DEFLEC99 derived deflections. EA0929 EA0929.The geoid height was determined by GEOID03. EA0929 EA0929.The dynamic height is computed by dividing the NAVD 88 EA0929.geopotential number by the normal gravity value computed on the EA0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0929.degrees latitude (g = 980.6199 gals.). EA0929 EA0929.The modeled gravity was interpolated from observed gravity values. EA0929 EA0929; North East Units Scale Factor Converg. EA0929;SPC NC - 106,209.999 704,610.178 MT 0.99991815 +0 35 55.0 EA0929;SPC NC - 348,457.31 2,311,708.56 sFT 0.99991815 +0 35 55.0 EA0929;UTM 18 - 3,844,100.905 228,616.856 MT 1.00050785 -1 41 16.3 EA0929;UTM 17 - 3,844,303.913 778,187.003 MT 1.00055395 +1 43 48.8 EA0929 EA0929! - Elev Factor x Scale Factor = Combined Factor EA0929!SPC NC - 1.00000342 x 0.99991815 = 0.99992157 EA0929!UTM 18 - 1.00000342 x 1.00050785 = 1.00051127 EA0929!UTM 17 - 1.00000342 x 1.00055395 = 1.00055737 EA0929 EA0929: Primary Azimuth Mark Grid Az EA0929:SPC NC - CASTEEN 333 18 58.8 EA0929:UTM 18 - CASTEEN 335 36 10.1 EA0929:UTM 17 - CASTEEN 332 11 05.0 EA0929 EA0929|---------------------------------------------------------------------| EA0929| PID Reference Object Distance Geod. Az | EA0929| dddmmss.s | EA0929| EA0930 CASTEEN APPROX. 0.5 KM 3335453.8 | EA0929|---------------------------------------------------------------------| EA0929 EA0929 SUPERSEDED SURVEY CONTROL EA0929 EA0929 NAD 27 - 34 42 10.07372(N) 077 57 47.39139(W) AD( ) 2 EA0929 NGVD 29 (??/??/92) 14.743 (m) 48.37 (f) ADJ UNCH 2 2 EA0929 EA0929.Superseded values are not recommended for survey control. EA0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0929.See file dsdata.txt to determine how the superseded data were derived. EA0929 EA0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD2861744101(NAD 83) EA0929_MARKER: DD = SURVEY DISK EA0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0929_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0929_STAMPING: SHAM 1968 EA0929 EA0929 HISTORY - Date Condition Report By EA0929 HISTORY - 1968 MONUMENTED NCGS EA0929 HISTORY - 1973 GOOD NCGS EA0929 HISTORY - 1975 GOOD NCGS EA0929 EA0929 STATION DESCRIPTION EA0929 EA0929'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0929'SHAM IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA0929'IN THE VICINITY OF WALLACE, NORTH CAROLINA. EA0929' EA0929'SHAM IS LOCATED APPROXIMATELY 3.0 MILES SOUTHEAST OF THE EA0929'CENTER OF WALLACE. TO REACH STATION PROCEED FROM PENDER-DUPLIN EA0929'COUNTY LINE, GO SOUTH ON U.S. 117 FOR 1.35 MILES TO EA0929'STATION. WHICH IS ON THE WEST SHOULDER OF U.S. 117 BETWEEN EA0929'SHAMROCK MOTEL SIGN AND U.S. 117, 1.0 MILE NORTH OF EA0929'INTERSECTION OF SR 1001 AND U.S. 117, AND 0.45 MILE SOUTH OF EA0929'INTERSECTION OF SR 1501 AND U.S. 117. EA0929' EA0929'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0929'SHAM 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA0929'WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EA0929' EA0929'MARK IS EA0929' EA0929'18.4 FT SW OF C/L OF U.S. 117 EA0929' EA0929'64.3 FT E OF 18 INCH POPLAR TREE ON W SIDE OF U.S. 117, AND EA0929'WITH ALUMINUM REF. TAG EA0929' EA0929'55.3 FT ENE OF EASTERNMOST POLE FOR SHAMROCK MOTEL SIGN ON W EA0929'W SIDE OF U.S. 117, AND WITH ALUMINUM REF. TAG EA0929' EA0929'60.7 FT NE OF PP 1010 ON W SIDE OF U.S. 117, AND WITH EA0929'ALUMINUM REF. TAG EA0929' EA0929'132.5 FT SE OF S END OF CULVERT UNDER DRIVEWAY TO ONE STORY EA0929'BRICK HOUSE ON W SIDE OF U.S. 117 EA0929 EA0929 STATION RECOVERY (1973) EA0929 EA0929'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EA0929'STATION RECOVERED AS DESCRIBED, EXCEPT 18 IN POPLAR IS GONE. EA0929 EA0929 STATION RECOVERY (1975) EA0929 EA0929'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0929'1.3 MI NE FROM WILLARD. EA0929'SHAM IS LOCATED APPROXIMATELY 3.0 MILES SOUTHEAST OF THE CENTER OF EA0929'WALLACE. TO REACH STATION FROM THE BRIDGE OVER ROCK FISH CREEK AT THE EA0929'DUPLIN - PENDER COUNTY LINE, PROCEED SOUTH ALONG US 117 FOR 1.35 MILES EA0929'TO STATION IN THE WEST SHOULDER BETWEEN SHAMROCK MOTEL SIGN AND EA0929'HIGHWAY, 1.0 MILE NORTH OF INTERSECTION WITH SR 1001, AND 0.45 MILE EA0929'SOUTH OF INTERSECTION WITH SR 1501. 18.4 FT. SW OF C/L OF US 117, EA0929'132.5 FT. SE OF S END OF CULVERT UNDER DRIVEWAY TO ONE STORY BRICK EA0929'HOUSE ON W SIDE OF US 117, AND 128.0 FT. NE OF PP NO. 1009 WITH EA0929'ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER, 4 INCHES BELOW EA0929'THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1995 *********************************************************************** EB1995 DESIGNATION - SHILOH EB1995 PID - EB1995 EB1995 STATE/COUNTY- NC/PENDER EB1995 USGS QUAD - COSTIN (1984) EB1995 EB1995 *CURRENT SURVEY CONTROL EB1995 ___________________________________________________________________ EB1995* NAD 83(1986)- 34 36 06.39051(N) 078 06 28.85526(W) ADJUSTED EB1995* NAVD 88 - 20.3 (meters) 67. (feet) VERTCON EB1995 ___________________________________________________________________ EB1995 LAPLACE CORR- -3.90 (seconds) DEFLEC99 EB1995 GEOID HEIGHT- -35.94 (meters) GEOID03 EB1995 EB1995 HORZ ORDER - SECOND EB1995 EB1995.The North Carolina HARNS have been completed but, EB1995.due to contractual restrictions, coordinates for these stations EB1995.will NOT be published in the near future. In the interim, the EB1995.published coordinates in North Carolina will not be EB1995.consistent with the Continuously Operating Reference Stations EB1995.(CORS). The HARN coordinates for these stations are available EB1995.upon request. Contact Gary Thompson(919-733-3836). EB1995. EB1995.In addition, the published North Carolina positions EB1995.(NAD 83 (1986)) are NOT consistent with those determined in EB1995.adjacent state readjustments. The discontinuity between stations EB1995.located in North Carolina and those in adjacent states EB1995.which have been adjusted to the HARN may be as much as 5 EB1995.decimeters. This will result in a significant loss of accuracy EB1995.over lines crossing such state borders. EB1995 EB1995 EB1995.The horizontal coordinates were established by classical geodetic methods EB1995.and adjusted by the National Geodetic Survey in July 1986. EB1995 EB1995.The NAVD 88 height was computed by applying the VERTCON shift value to EB1995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB1995 EB1995.The Laplace correction was computed from DEFLEC99 derived deflections. EB1995 EB1995.The geoid height was determined by GEOID03. EB1995 EB1995; North East Units Scale Factor Converg. EB1995;SPC NC - 94,856.542 691,415.091 MT 0.99993647 +0 30 53.4 EB1995;SPC NC - 311,208.50 2,268,417.68 sFT 0.99993647 +0 30 53.4 EB1995;UTM 17 - 3,832,685.679 765,210.816 MT 1.00046704 +1 38 35.6 EB1995 EB1995! - Elev Factor x Scale Factor = Combined Factor EB1995!SPC NC - 1.00000245 x 0.99993647 = 0.99993892 EB1995!UTM 17 - 1.00000245 x 1.00046704 = 1.00046949 EB1995 EB1995: Primary Azimuth Mark Grid Az EB1995:SPC NC - DEVANE 329 14 02.2 EB1995:UTM 17 - DEVANE 328 06 20.0 EB1995 EB1995|---------------------------------------------------------------------| EB1995| PID Reference Object Distance Geod. Az | EB1995| dddmmss.s | EB1995| EB1994 DEVANE APPROX. 0.8 KM 3294455.6 | EB1995|---------------------------------------------------------------------| EB1995 EB1995 SUPERSEDED SURVEY CONTROL EB1995 EB1995 NAD 27 - 34 36 05.78141(N) 078 06 29.88373(W) AD( ) 2 EB1995 NGVD 29 (07/19/86) 20.6 (m) 68. (f) VERT ANG EB1995 EB1995.Superseded values are not recommended for survey control. EB1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1995.See file dsdata.txt to determine how the superseded data were derived. EB1995 EB1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6521132686(NAD 83) EB1995_MARKER: DE = TRAVERSE STATION DISK EB1995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1995_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB1995_STAMPING: SHILOH 1973 EB1995_MARK LOGO: NCGS EB1995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1995+STABILITY: SURFACE MOTION EB1995 EB1995 HISTORY - Date Condition Report By EB1995 HISTORY - 1973 MONUMENTED NCGS EB1995 EB1995 STATION DESCRIPTION EB1995 EB1995'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB1995'SHILOH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB1995'THE VICINITY OF PENDERLEA, NORTH CAROLINA. EB1995' EB1995'SHILOH IS LOCATED APPROXIMATELY 5.1 MILES SW OF PENDERLEA, AND 6.2 EB1995'MILES NE OF ATKINSON. TO REACH STATION FROM INTERSECTION OF US 421 EB1995'AND SR 1321 (LEADING EAST TO PENDERLEA), PROCEED SOUTH ALONG US 421 EB1995'FOR 2.4 MILES TO STATION ON LEFT SHOULDER, 0.05 MILES NORTH OF EB1995'INTERSECTION WITH SR 1209 (NEXT TO SHILOH BAPTIST CHURCH). EB1995' EB1995'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED SHILOH EB1995'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 6 EB1995'INCHES BELOW THE GROUND. EB1995' EB1995'MARK IS EB1995' EB1995'20.0 FEET ENE OF C/L OF US 421. EB1995'44.8 FEET WNW OF 14 INCH PINE W/ALUMINUM REF. TAG. EB1995'43.7 FEET WSW OF 10 INCH OAK W/ALUMINUM REF. TAG. EB1995'47.4 FEET SSW OF 12 INCH PINE W/ALUMINUM REF. TAG. EB1995'116.7 FEET S OF THE TOP OF R/W MARKER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1552 *********************************************************************** EA1552 DESIGNATION - SHIRT EA1552 PID - EA1552 EA1552 STATE/COUNTY- NC/PENDER EA1552 USGS QUAD - HOLLY RIDGE (1997) EA1552 EA1552 *CURRENT SURVEY CONTROL EA1552 ___________________________________________________________________ EA1552* NAD 83(1986)- 34 27 16.71881(N) 077 36 24.29845(W) ADJUSTED EA1552* NAVD 88 - 20.8 (meters) 68. (feet) VERTCON EA1552 ___________________________________________________________________ EA1552 LAPLACE CORR- -2.94 (seconds) DEFLEC99 EA1552 GEOID HEIGHT- -37.25 (meters) GEOID03 EA1552 EA1552 HORZ ORDER - SECOND EA1552 EA1552.The North Carolina HARNS have been completed but, EA1552.due to contractual restrictions, coordinates for these stations EA1552.will NOT be published in the near future. In the interim, the EA1552.published coordinates in North Carolina will not be EA1552.consistent with the Continuously Operating Reference Stations EA1552.(CORS). The HARN coordinates for these stations are available EA1552.upon request. Contact Gary Thompson(919-733-3836). EA1552. EA1552.In addition, the published North Carolina positions EA1552.(NAD 83 (1986)) are NOT consistent with those determined in EA1552.adjacent state readjustments. The discontinuity between stations EA1552.located in North Carolina and those in adjacent states EA1552.which have been adjusted to the HARN may be as much as 5 EA1552.decimeters. This will result in a significant loss of accuracy EA1552.over lines crossing such state borders. EA1552 EA1552 EA1552.The horizontal coordinates were established by classical geodetic methods EA1552.and adjusted by the National Geodetic Survey in January 1988. EA1552 EA1552.The NAVD 88 height was computed by applying the VERTCON shift value to EA1552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA1552 EA1552.The Laplace correction was computed from DEFLEC99 derived deflections. EA1552 EA1552.The geoid height was determined by GEOID03. EA1552 EA1552; North East Units Scale Factor Converg. EA1552;SPC NC - 79,066.594 737,618.350 MT 0.99996861 +0 48 14.9 EA1552;SPC NC - 259,404.32 2,420,002.87 sFT 0.99996861 +0 48 14.9 EA1552;UTM 18 - 3,815,651.068 260,532.432 MT 1.00030689 -1 28 31.7 EA1552 EA1552! - Elev Factor x Scale Factor = Combined Factor EA1552!SPC NC - 1.00000259 x 0.99996861 = 0.99997120 EA1552!UTM 18 - 1.00000259 x 1.00030689 = 1.00030948 EA1552 EA1552 SUPERSEDED SURVEY CONTROL EA1552 EA1552 NGVD 29 (01/20/88) 21.1 (m) 69. (f) VERT ANG EA1552 EA1552.Superseded values are not recommended for survey control. EA1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1552.See file dsdata.txt to determine how the superseded data were derived. EA1552 EA1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6053215651(NAD 83) EA1552_MARKER: DH = HORIZONTAL CONTROL DISK EA1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1552_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1552_STAMPING: SHIRT 1984 EA1552_MARK LOGO: NCGS EA1552_MAGNETIC: O = OTHER; SEE DESCRIPTION EA1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1552+STABILITY: SURFACE MOTION EA1552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1552+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1999 EA1552 EA1552 HISTORY - Date Condition Report By EA1552 HISTORY - 1984 MONUMENTED NCGS EA1552 HISTORY - 19990722 SEE DESCRIPTION NCGS EA1552 HISTORY - 20050313 MARK NOT FOUND USPSQD EA1552 EA1552 STATION DESCRIPTION EA1552 EA1552'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) EA1552'STATION IS LOCATED ABOUT 13.7 KM (8.5 MI) NORTHEAST OF HAMPSTEAD AND EA1552'6.8 KM (4.2 MI) SOUTHWEST OF HOLLY RIDGE. EA1552' EA1552'ALONG US 17 FOR 6.7 KM (4.15 MI) SOUTHWEST FROM THE INTERSECTION EA1552'WITH NC 50 (AT HOLLY RIDGE) AT THE INTERSECTION WITH NC 210, EA1552'NEAR A LARGE FRAME STORE BUILDING. EA1552' EA1552'THE STATION IS A STANDARD NCGS DISK STAMPED---SHIRT 1984---, SET IN EA1552'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER, RECESSED 5 EA1552'CM BELOW GROUND. LOCATED EA1552'13.6 METERS (44.7 FT) SOUTH-SOUTHEAST OF CENTERLINE OF US 17, EA1552'7.2 METERS (23.5 FT) SOUTHWEST OF CENTERLINE OF NC 210, EA1552'20.4 METERS (67.0 FT) NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE EA1552'FRAME BUILDING, 11.4 METERS (37.2 FT) NORTHEAST OF A LARGE CEDAR EA1552'TREE AND 23.7 METERS (77.7 FT) WEST-SOUTHWEST OF A TELEPHONE EA1552'PEDESTAL (175 R 115 EX). EA1552' EA1552'MARK IS ABOUT 0.5 FOOT ABOVE CENTERLINE OF HIGHWAY. EA1552 EA1552 STATION RECOVERY (1999) EA1552 EA1552'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH) EA1552'NOT FOUND, PROBABLY LOST DUE TO US 17 FOUR LANE CONSTRUCTION. EA1552'REFERENCES ARE GONE. EA1552 EA1552 STATION RECOVERY (2005) EA1552 EA1552'RECOVERY NOTE BY US POWER SQUADRON 2005 EA1552'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2555 *********************************************************************** EA2555 DESIGNATION - SID EA2555 PID - EA2555 EA2555 STATE/COUNTY- NC/PENDER EA2555 USGS QUAD - HAMPSTEAD (1970) EA2555 EA2555 *CURRENT SURVEY CONTROL EA2555 ___________________________________________________________________ EA2555* NAD 83(1986)- 34 18 37.60883(N) 077 41 57.23362(W) ADJUSTED EA2555* NAVD 88 - 2. (meters) 7. (feet) SCALED EA2555 ___________________________________________________________________ EA2555 LAPLACE CORR- -3.43 (seconds) DEFLEC99 EA2555 GEOID HEIGHT- -37.30 (meters) GEOID03 EA2555 EA2555 HORZ ORDER - THIRD EA2555 EA2555.The North Carolina HARNS have been completed but, EA2555.due to contractual restrictions, coordinates for these stations EA2555.will NOT be published in the near future. In the interim, the EA2555.published coordinates in North Carolina will not be EA2555.consistent with the Continuously Operating Reference Stations EA2555.(CORS). The HARN coordinates for these stations are available EA2555.upon request. Contact Gary Thompson(919-733-3836). EA2555. EA2555.In addition, the published North Carolina positions EA2555.(NAD 83 (1986)) are NOT consistent with those determined in EA2555.adjacent state readjustments. The discontinuity between stations EA2555.located in North Carolina and those in adjacent states EA2555.which have been adjusted to the HARN may be as much as 5 EA2555.decimeters. This will result in a significant loss of accuracy EA2555.over lines crossing such state borders. EA2555 EA2555 EA2555.The horizontal coordinates were established by classical geodetic methods EA2555.and adjusted by the National Geodetic Survey in July 1986. EA2555 EA2555.The orthometric height was scaled from a topographic map. EA2555 EA2555.The Laplace correction was computed from DEFLEC99 derived deflections. EA2555 EA2555.The geoid height was determined by GEOID03. EA2555 EA2555; North East Units Scale Factor Converg. EA2555;SPC NC - 62,957.171 729,330.846 MT 1.00000642 +0 45 02.8 EA2555;SPC NC - 206,551.99 2,392,812.95 sFT 1.00000642 +0 45 02.8 EA2555;UTM 18 - 3,799,878.069 251,608.516 MT 1.00036059 -1 31 20.2 EA2555 EA2555! - Elev Factor x Scale Factor = Combined Factor EA2555!SPC NC - 1.00000559 x 1.00000642 = 1.00001201 EA2555!UTM 18 - 1.00000559 x 1.00036059 = 1.00036618 EA2555 EA2555: Primary Azimuth Mark Grid Az EA2555:SPC NC - RICH 221 38 43.8 EA2555:UTM 18 - RICH 223 55 06.8 EA2555 EA2555|---------------------------------------------------------------------| EA2555| PID Reference Object Distance Geod. Az | EA2555| dddmmss.s | EA2555| EA2566 RICH APPROX. 1.6 KM 2222346.6 | EA2555|---------------------------------------------------------------------| EA2555 EA2555 SUPERSEDED SURVEY CONTROL EA2555 EA2555 NAD 27 - 34 18 36.99800(N) 077 41 58.31400(W) AD( ) 3 EA2555 EA2555.Superseded values are not recommended for survey control. EA2555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2555.See file dsdata.txt to determine how the superseded data were derived. EA2555 EA2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC5160999878(NAD 83) EA2555_MARKER: DS = TRIANGULATION STATION DISK EA2555_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE EA2555_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EA2555_MARK LOGO: CGS EA2555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA2555 EA2555 HISTORY - Date Condition Report By EA2555 HISTORY - 1914 MONUMENTED CGS EA2555 HISTORY - 1925 POOR NCGS EA2555 HISTORY - 1926 SEE DESCRIPTION CGS EA2555 HISTORY - 1933 MARK NOT FOUND CGS EA2555 EA2555 STATION DESCRIPTION EA2555 EA2555'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS) EA2555'STATION IS ON THE BANKS, ON THE FIRST SAND HILL E OF SIDBURY INLET. EA2555' EA2555'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN EA2555'CONCRETE AT THE CENTER OF THE TOP OF A TILE. EA2555' EA2555'THERE ARE NO REFERENCE MARKS. EA2555 EA2555 STATION RECOVERY (1925) EA2555 EA2555'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1925 EA2555'THE HILL THIS STATION WAS ON HAS BLOWN AWAY, AND STATION HAD EA2555'FALLEN OVER. EA2555 EA2555 STATION RECOVERY (1926) EA2555 EA2555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (KTA) EA2555'STATION RECOVERED. STATION MARK HAS BEEN WASHED OUT BY WIND EA2555'AND RAIN ACTION AND MOVED SEVERAL METERS FROM OLD EA2555'POSITION. STATION WILL BE OF NO VALUE IN THE FUTURE. EA2555 EA2555 STATION RECOVERY (1933) EA2555 EA2555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JAB) EA2555'SIDBURY INLET IS NO LONGER IN EXISTENCE. TRACES OF IT REMAIN EA2555'BUT IT HAS COMPLETELY FILLED IN. STATION WAS NOT FOUND AND IT EA2555'IS MOST LIKELY LOST AS THERE IS EVIDENCE OF CONSIDERABLE EA2555'CHANGING OF THE TOPOGRAPHY IN THE VICINITY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0866 *********************************************************************** EA0866 DESIGNATION - SIDBURY EA0866 PID - EA0866 EA0866 STATE/COUNTY- NC/PENDER EA0866 USGS QUAD - ROCKY POINT (1988) EA0866 EA0866 *CURRENT SURVEY CONTROL EA0866 ___________________________________________________________________ EA0866* NAD 83(1986)- 34 28 00.44553(N) 077 53 12.74717(W) ADJUSTED EA0866* NAVD 88 - 15.729 (meters) 51.60 (feet) ADJUSTED EA0866 ___________________________________________________________________ EA0866 LAPLACE CORR- -4.30 (seconds) DEFLEC99 EA0866 GEOID HEIGHT- -36.50 (meters) GEOID03 EA0866 DYNAMIC HT - 15.714 (meters) 51.55 (feet) COMP EA0866 MODELED GRAV- 979,679.8 (mgal) NAVD 88 EA0866 EA0866 HORZ ORDER - SECOND EA0866 VERT ORDER - SECOND CLASS II EA0866 EA0866.The North Carolina HARNS have been completed but, EA0866.due to contractual restrictions, coordinates for these stations EA0866.will NOT be published in the near future. In the interim, the EA0866.published coordinates in North Carolina will not be EA0866.consistent with the Continuously Operating Reference Stations EA0866.(CORS). The HARN coordinates for these stations are available EA0866.upon request. Contact Gary Thompson(919-733-3836). EA0866. EA0866.In addition, the published North Carolina positions EA0866.(NAD 83 (1986)) are NOT consistent with those determined in EA0866.adjacent state readjustments. The discontinuity between stations EA0866.located in North Carolina and those in adjacent states EA0866.which have been adjusted to the HARN may be as much as 5 EA0866.decimeters. This will result in a significant loss of accuracy EA0866.over lines crossing such state borders. EA0866 EA0866 EA0866.The horizontal coordinates were established by classical geodetic methods EA0866.and adjusted by the National Geodetic Survey in July 1986. EA0866 EA0866.The orthometric height was determined by differential leveling EA0866.and adjusted by the National Geodetic Survey in June 1991. EA0866 EA0866.The Laplace correction was computed from DEFLEC99 derived deflections. EA0866 EA0866.The geoid height was determined by GEOID03. EA0866 EA0866.The dynamic height is computed by dividing the NAVD 88 EA0866.geopotential number by the normal gravity value computed on the EA0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0866.degrees latitude (g = 980.6199 gals.). EA0866 EA0866.The modeled gravity was interpolated from observed gravity values. EA0866 EA0866; North East Units Scale Factor Converg. EA0866;SPC NC - 80,088.934 711,865.543 MT 0.99996571 +0 38 32.9 EA0866;SPC NC - 262,758.44 2,335,512.20 sFT 0.99996571 +0 38 32.9 EA0866;UTM 18 - 3,817,697.257 234,829.878 MT 1.00046680 -1 38 05.0 EA0866 EA0866! - Elev Factor x Scale Factor = Combined Factor EA0866!SPC NC - 1.00000326 x 0.99996571 = 0.99996897 EA0866!UTM 18 - 1.00000326 x 1.00046680 = 1.00047006 EA0866 EA0866|---------------------------------------------------------------------| EA0866| PID Reference Object Distance Geod. Az | EA0866| dddmmss.s | EA0866| EA0865 CEDAR 333.084 METERS 15429 | EA0866|---------------------------------------------------------------------| EA0866 EA0866 SUPERSEDED SURVEY CONTROL EA0866 EA0866 NAD 27 - 34 27 59.84457(N) 077 53 13.78953(W) AD( ) 2 EA0866 NGVD 29 (??/??/92) 16.021 (m) 52.56 (f) ADJ UNCH 2 2 EA0866 EA0866.Superseded values are not recommended for survey control. EA0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0866.See file dsdata.txt to determine how the superseded data were derived. EA0866 EA0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3483017697(NAD 83) EA0866_MARKER: DD = SURVEY DISK EA0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0866_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0866_STAMPING: SIDBURY 1968 EA0866 EA0866 HISTORY - Date Condition Report By EA0866 HISTORY - 1968 MONUMENTED NCGS EA0866 HISTORY - 1975 GOOD NCGS EA0866 EA0866 STATION DESCRIPTION EA0866 EA0866'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0866'SIDBURY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA0866'IN THE VICINITY OF WILMINGTON, NORTH CAROLINA. EA0866' EA0866'SIDBURY IS LOCATED APPROXIMATELY 6.1 MILES SOUTHEAST OF THE EA0866'CENTER OF WILMINGTON. TO REACH STATION PROCEED FROM THE EA0866'INTERSECTION OF NC 210 WITH U.S. 117, GO NORTH ON U.S. 117 FOR EA0866'1.9 MILES TO STATION. WHICH IS ON THE WEST SIDE OF U.S. 117 IN EA0866'CURVE, ON SOUTH SIDE OF YARD FOR A TWO STORY WHITE FRAME HOUSE, EA0866'AT THE WEST END OF CONCRETE HEADWALL AND 0.85 MILE SOUTH OF EA0866'INTERSECTION OF SR 1411 WITH U.S. 117. EA0866' EA0866'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EA0866'SIDBURY 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EA0866'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EA0866' EA0866'MARK IS EA0866' EA0866'44.7 FT W OF C/L OF U.S. 117 EA0866' EA0866'2.7 FT W OF W END OF CONCRETE HEADWALL FOR CULVERT AT SE CORNER OF EA0866'YARD EA0866' EA0866'29.6 FT NW OF 2X6 POST WITH WARNING REFLECTORS, AND WITH EA0866'ALUMINUM REF. TAG EA0866' EA0866'37.1 FT SW OF 2X6 POST WITH WARNING REFLECTORS, AND WITH EA0866'ALUMINUM REF. TAG EA0866' EA0866'77.0 FT S OF C/L SOIL DRIVEWAY TO A TWO STORY WHITE FRAME HOUSE EA0866' EA0866'30.4 FT ESE OF 30 INCH PECAN TREE WITH CONCRETE BLOCK CURB AT EA0866'SOUTH SIDE OF YARD, AND WITH ALUMINUM REF. TAG EA0866 EA0866 STATION RECOVERY (1975) EA0866 EA0866'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0866'2.1 MI N FROM ROCKY POINT. EA0866'SIDBURY IS LOCATED APPROXIMATELY 6.2 MILES SSE OF BURGAW. TO REACH EA0866'STATION FROM THE INTERSECTION OF US 117 WITH NC 210 CROSSROADS IN EA0866'ROCKY POINT, PROCEED NORTH ON US 117 FOR 1.9 MILES TO STATION ON LEFT EA0866'IN CURVE, ON SOUTH SIDE OF YARD FOR A TWO STORY WHITE FRAME HOUSE AT EA0866'THE WEST END OF CONCRETE HEADWALL, AND 0.8 MILE SOUTH OF INTERSECTION EA0866'OF SR 1411 WITH US 117. 44.7 FT. W OF C/L OF US 117, 2.7 FT. W OF W EA0866'END OF CONCRETE HEADWALL FOR CULVERT AT SE CORNER OF YARD, 77.0 FT. S EA0866'OF C/L OF SOIL DRIVEWAY TO TWO STORY WHITE FRAME HOUSE, AND 30.4 FT. EA0866'ESE OF 30 INCH PECAN TREE WITH CONCRETE BLOCK CURB AT SOUTH SIDE OF EA0866'YARD. DISK IS SET IN CONCRETE CYLINDER, 1 INCH BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0861 *********************************************************************** EA0861 DESIGNATION - SIDE EA0861 PID - EA0861 EA0861 STATE/COUNTY- NC/PENDER EA0861 USGS QUAD - ROCKY POINT (1988) EA0861 EA0861 *CURRENT SURVEY CONTROL EA0861 ___________________________________________________________________ EA0861* NAD 83(1986)- 34 25 50.20216(N) 077 52 53.65870(W) ADJUSTED EA0861* NAVD 88 - 11.349 (meters) 37.23 (feet) ADJUSTED EA0861 ___________________________________________________________________ EA0861 LAPLACE CORR- -4.69 (seconds) DEFLEC99 EA0861 GEOID HEIGHT- -36.53 (meters) GEOID03 EA0861 DYNAMIC HT - 11.338 (meters) 37.20 (feet) COMP EA0861 MODELED GRAV- 979,680.1 (mgal) NAVD 88 EA0861 EA0861 HORZ ORDER - SECOND EA0861 VERT ORDER - SECOND CLASS II EA0861 EA0861.The North Carolina HARNS have been completed but, EA0861.due to contractual restrictions, coordinates for these stations EA0861.will NOT be published in the near future. In the interim, the EA0861.published coordinates in North Carolina will not be EA0861.consistent with the Continuously Operating Reference Stations EA0861.(CORS). The HARN coordinates for these stations are available EA0861.upon request. Contact Gary Thompson(919-733-3836). EA0861. EA0861.In addition, the published North Carolina positions EA0861.(NAD 83 (1986)) are NOT consistent with those determined in EA0861.adjacent state readjustments. The discontinuity between stations EA0861.located in North Carolina and those in adjacent states EA0861.which have been adjusted to the HARN may be as much as 5 EA0861.decimeters. This will result in a significant loss of accuracy EA0861.over lines crossing such state borders. EA0861 EA0861 EA0861.The horizontal coordinates were established by classical geodetic methods EA0861.and adjusted by the National Geodetic Survey in July 1986. EA0861 EA0861.The orthometric height was determined by differential leveling EA0861.and adjusted by the National Geodetic Survey in June 1991. EA0861 EA0861.The Laplace correction was computed from DEFLEC99 derived deflections. EA0861 EA0861.The geoid height was determined by GEOID03. EA0861 EA0861.The dynamic height is computed by dividing the NAVD 88 EA0861.geopotential number by the normal gravity value computed on the EA0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0861.degrees latitude (g = 980.6199 gals.). EA0861 EA0861.The modeled gravity was interpolated from observed gravity values. EA0861 EA0861; North East Units Scale Factor Converg. EA0861;SPC NC - 76,081.460 712,397.870 MT 0.99997448 +0 38 43.9 EA0861;SPC NC - 249,610.59 2,337,258.68 sFT 0.99997448 +0 38 43.9 EA0861;UTM 18 - 3,813,669.807 235,202.788 MT 1.00046437 -1 37 48.8 EA0861 EA0861! - Elev Factor x Scale Factor = Combined Factor EA0861!SPC NC - 1.00000395 x 0.99997448 = 0.99997843 EA0861!UTM 18 - 1.00000395 x 1.00046437 = 1.00046832 EA0861 EA0861: Primary Azimuth Mark Grid Az EA0861:SPC NC - OVER 192 07 17.8 EA0861:UTM 18 - OVER 194 23 50.5 EA0861 EA0861|---------------------------------------------------------------------| EA0861| PID Reference Object Distance Geod. Az | EA0861| dddmmss.s | EA0861| EA0860 OVER APPROX. 1.3 KM 1924601.7 | EA0861|---------------------------------------------------------------------| EA0861 EA0861 SUPERSEDED SURVEY CONTROL EA0861 EA0861 NAD 27 - 34 25 49.59830(N) 077 52 54.70610(W) AD( ) 2 EA0861 NGVD 29 (??/??/92) 11.642 (m) 38.20 (f) ADJ UNCH 2 2 EA0861 EA0861.Superseded values are not recommended for survey control. EA0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0861.See file dsdata.txt to determine how the superseded data were derived. EA0861 EA0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3520313670(NAD 83) EA0861_MARKER: DE = TRAVERSE STATION DISK EA0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0861_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0861_STAMPING: SIDE 1968 EA0861_MARK LOGO: NCGS EA0861_MAGNETIC: O = OTHER; SEE DESCRIPTION EA0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0861+STABILITY: SURFACE MOTION EA0861 EA0861 HISTORY - Date Condition Report By EA0861 HISTORY - 1968 MONUMENTED NCGS EA0861 HISTORY - 1975 GOOD NCGS EA0861 HISTORY - 1987 GOOD USPSQD EA0861 HISTORY - 19940324 SEE DESCRIPTION NCGS EA0861 EA0861 STATION DESCRIPTION EA0861 EA0861'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0861'SIDE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA0861'THE VICINITY OF WILMINGTON, NORTH CAROLINA. EA0861' EA0861'SIDE IS LOCATED APPROXIMATELY 9.0 MILES SSE OF THE CENTER OF EA0861'WILMINGTON. TO REACH STATION PROCEED FROM THE INTERSECTION OF EA0861'NC 210 WITH U.S. 117, GO SOUTH ON U.S. 117 FOR 0.7 MILE TO EA0861'INTERSECTION OF SR 1419 WITH U.S. 117, AND STATION. WHICH IS EA0861'ON THE EAST SHOULDER OF U.S. 117 AT NORTH SIDE OF FARM ROAD. EA0861' EA0861'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EA0861'SIDE 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA0861'WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND. EA0861' EA0861'MARK IS EA0861' EA0861'18.0 FT E OF C/L OF U.S.117 EA0861' EA0861'25.0 FT NW OF FENCE POST ON S SIDE OF FARM ROAD, AND WITH EA0861'ALUMINUM REF. TAG EA0861' EA0861'19.5 FT WNW OF FENCE POST OF N SIDE OF FARM ROAD, AND WITH EA0861'ALUMINUM REF. TAG EA0861' EA0861'64.5 FT SW OF S TELEPHONE PEDESTAL, THE SOUTHERMOST OF TWO EA0861'PEDESTALS. EA0861' EA0861'36.3 FT NE OF C/L OF INTERSECTION OF SR 1419 AND U.S. 117 EA0861' EA0861'106.5 FT S OF 4X4 POST WITH SPEED LIMIT SIGN OF E SHOULDER OF EA0861'U.S. 117, AND WITH ALUMINUM REF. TAG EA0861 EA0861 STATION RECOVERY (1975) EA0861 EA0861'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0861'IN ROCKY POINT. EA0861'SIDE IS LOCATED APPROXIMATELY 8.7 MILES SSE OF BURGAW. TO REACH EA0861'STATION FROM THE INTERSECTION OF US 117 WITH NC 210 CROSSROADS, EA0861'PROCEED SOUTH ON US 117 FOR 0.7 MILE TO SR 1419 (W) AND STATION ON EA0861'LEFT OF INTERSECTION, IN THE EAST SHOULDER OF US 117 AT NORTH SIDE OF EA0861'FARM ROAD. 18.0 FT. E OF C/L OF US 117, 36.3 FT. NE OF C/L OF EA0861'INTERSECTION OF SR 1419 AND US 117, 25.0 FT. NW OF FENCE POST WITH EA0861'ALUMINUM REF. TAG ON S SIDE OF FARM ROAD, 19.5 FT. WNW OF FENCE POST EA0861'WITH ALUMINUM REF. TAG ON N SIDE OF FARM ROAD, AND 64.5 FT. SW OF S EA0861'TELEPHONE PEDESTAL (SOUTHERNMOST OF TWO PEDESTALS). DISK IS SET IN EA0861'CONCRETE CYLINDER, 5 INCHES BELOW THE GROUND. EA0861 EA0861 STATION RECOVERY (1987) EA0861 EA0861'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW) EA0861'RECOVERED IN GOOD CONDITION. EA0861 EA0861 STATION RECOVERY (1994) EA0861 EA0861'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (EWB) EA0861'MARK WAS SEARCHED FOR BUT NOT FOUND, REFERENCES PLACE MARK UNDER EA0861'ASPHALT OF DRIVEWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1553 *********************************************************************** EA1553 DESIGNATION - SLOOP EA1553 PID - EA1553 EA1553 STATE/COUNTY- NC/PENDER EA1553 USGS QUAD - TOPSAIL (1970) EA1553 EA1553 *CURRENT SURVEY CONTROL EA1553 ___________________________________________________________________ EA1553* NAD 83(1986)- 34 26 05.42227(N) 077 37 51.68143(W) ADJUSTED EA1553* NAVD 88 - 17.5 (meters) 57. (feet) VERTCON EA1553 ___________________________________________________________________ EA1553 LAPLACE CORR- -3.54 (seconds) DEFLEC99 EA1553 GEOID HEIGHT- -37.23 (meters) GEOID03 EA1553 EA1553 HORZ ORDER - SECOND EA1553 EA1553.The North Carolina HARNS have been completed but, EA1553.due to contractual restrictions, coordinates for these stations EA1553.will NOT be published in the near future. In the interim, the EA1553.published coordinates in North Carolina will not be EA1553.consistent with the Continuously Operating Reference Stations EA1553.(CORS). The HARN coordinates for these stations are available EA1553.upon request. Contact Gary Thompson(919-733-3836). EA1553. EA1553.In addition, the published North Carolina positions EA1553.(NAD 83 (1986)) are NOT consistent with those determined in EA1553.adjacent state readjustments. The discontinuity between stations EA1553.located in North Carolina and those in adjacent states EA1553.which have been adjusted to the HARN may be as much as 5 EA1553.decimeters. This will result in a significant loss of accuracy EA1553.over lines crossing such state borders. EA1553 EA1553 EA1553.The horizontal coordinates were established by classical geodetic methods EA1553.and adjusted by the National Geodetic Survey in January 1988. EA1553 EA1553.The NAVD 88 height was computed by applying the VERTCON shift value to EA1553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA1553 EA1553.The Laplace correction was computed from DEFLEC99 derived deflections. EA1553 EA1553.The geoid height was determined by GEOID03. EA1553 EA1553; North East Units Scale Factor Converg. EA1553;SPC NC - 76,838.905 735,418.488 MT 0.99997343 +0 47 24.5 EA1553;SPC NC - 252,095.64 2,412,785.49 sFT 0.99997343 +0 47 24.5 EA1553;UTM 18 - 3,813,511.891 258,244.936 MT 1.00032047 -1 29 18.5 EA1553 EA1553! - Elev Factor x Scale Factor = Combined Factor EA1553!SPC NC - 1.00000310 x 0.99997343 = 0.99997653 EA1553!UTM 18 - 1.00000310 x 1.00032047 = 1.00032357 EA1553 EA1553: Primary Azimuth Mark Grid Az EA1553:SPC NC - H 215 033 12 09.1 EA1553:UTM 18 - H 215 035 28 52.1 EA1553 EA1553|---------------------------------------------------------------------| EA1553| PID Reference Object Distance Geod. Az | EA1553| dddmmss.s | EA1553| EA1226 H 215 470.054 METERS 0335933.6 | EA1553|---------------------------------------------------------------------| EA1553 EA1553 SUPERSEDED SURVEY CONTROL EA1553 EA1553 NGVD 29 (01/20/88) 17.8 (m) 58. (f) VERT ANG EA1553 EA1553.Superseded values are not recommended for survey control. EA1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1553.See file dsdata.txt to determine how the superseded data were derived. EA1553 EA1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5824513512(NAD 83) EA1553_MARKER: DH = HORIZONTAL CONTROL DISK EA1553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1553_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1553_STAMPING: SLOOP 1984 EA1553_MARK LOGO: NCGS EA1553_MAGNETIC: O = OTHER; SEE DESCRIPTION EA1553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1553+STABILITY: SURFACE MOTION EA1553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1553+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1999 EA1553 EA1553 HISTORY - Date Condition Report By EA1553 HISTORY - 1984 MONUMENTED NCGS EA1553 HISTORY - 1986 GOOD USPSQD EA1553 HISTORY - 1989 GOOD USPSQD EA1553 HISTORY - 19990722 SEE DESCRIPTION NCGS EA1553 HISTORY - 20050313 MARK NOT FOUND USPSQD EA1553 EA1553 STATION DESCRIPTION EA1553 EA1553'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) EA1553'STATION IS LOCATED ABOUT 10.6 KM (6.6 MI) NORTHEAST OF HAMPSTEAD AND EA1553'9.8 KM (6.1 MI) SOUTHWEST OF HOLLY RIDGE. EA1553' EA1553'ALONG US 17 FOR 10.6 KM (6.6 MI) NORTHEAST FROM THE INTERSECTION EA1553'WITH NC 210 (IN HAMPSTEAD), AT THE INTERSECTION WITH SR 1561, ON EA1553'PROLONGATION OF THE EAST SIDE OF GREEN SHINGLED RESIDENCE. EA1553' EA1553'THE STATION IS A STANDARD NCGS DISK STAMPED---SLOOP 1984---, SET EA1553'IN THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER, EA1553'FLUSH WITH THE GROUND. LOCATED EA1553'12.5 METERS (40.9 FT) SOUTHEAST OF CENTERLINE OF HIGHWAY, EA1553'50.3 METERS (165.0 FT) NORTHEAST OF CENTERLINE OF ROAD, EA1553'26.8 METERS (88.0 FT) NORTH-NORTHWEST OF NORTHEAST CORNER OF A SMALL EA1553'BLOCK BUILDING, AND EA1553'18.5 METERS (60.6 FT) WEST-NORTHWEST OF NORTHWEST CORNER OF A EA1553'BLOCK PUMP HOUSE. EA1553' EA1553'MARK IS LEVEL WITH HIGHWAY. EA1553' EA1553'BM H 215 IS LOCATED 0.5 KM (0.3 MI) NORTHEAST OF STATION, MARK IS EA1553'A STAINLESS STEEL ROD WITH A STANDARD NGC LOGO ACCESS COVER EA1553'STAMPED---H 215 1979---, LOCATED 11.2 METERS (36.6 FT) SOUTHEAST OF EA1553'SOUTHEAST EDGE OF PAVEMENT, 6.5 METERS (21.2 FT) NORTHEAST OF A EA1553'POWER POLE WITH REFERENCE TAG. EA1553 EA1553 STATION RECOVERY (1986) EA1553 EA1553'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB) EA1553'RECOVERED IN GOOD CONDITION. EA1553 EA1553 STATION RECOVERY (1989) EA1553 EA1553'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMP) EA1553'RECOVERED IN GOOD CONDITION. EA1553 EA1553 STATION RECOVERY (1999) EA1553 EA1553'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH) EA1553'NOT FOUND PROBABLY LOST DUE TO HIGHWAY IMPROVEMENTS. SPOKE TO EA1553'CONTRACTOR AND WAS TOLD THAT THE AREA OF THE OLD US 17 NORTH BOUND EA1553'LANE HAD SHIFTED APPROXIMATELY 16 FT (4.9 M) TO THE SOUTH. THE MARK EA1553'WOULD BE IN NEWLY CONSTRUCTED DITCH SLOPE. EA1553 EA1553 STATION RECOVERY (2005) EA1553 EA1553'RECOVERY NOTE BY US POWER SQUADRON 2005 EA1553'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1554 *********************************************************************** EA1554 DESIGNATION - SMITH EA1554 PID - EA1554 EA1554 STATE/COUNTY- NC/PENDER EA1554 USGS QUAD - SCOTTS HILL (1970) EA1554 EA1554 *CURRENT SURVEY CONTROL EA1554 ___________________________________________________________________ EA1554* NAD 83(1986)- 34 19 49.15634(N) 077 45 14.96089(W) ADJUSTED EA1554* NAVD 88 - 12.7 (meters) 42. (feet) VERTCON EA1554 ___________________________________________________________________ EA1554 LAPLACE CORR- -4.09 (seconds) DEFLEC99 EA1554 GEOID HEIGHT- -37.10 (meters) GEOID03 EA1554 EA1554 HORZ ORDER - SECOND EA1554 EA1554.The North Carolina HARNS have been completed but, EA1554.due to contractual restrictions, coordinates for these stations EA1554.will NOT be published in the near future. In the interim, the EA1554.published coordinates in North Carolina will not be EA1554.consistent with the Continuously Operating Reference Stations EA1554.(CORS). The HARN coordinates for these stations are available EA1554.upon request. Contact Gary Thompson(919-733-3836). EA1554. EA1554.In addition, the published North Carolina positions EA1554.(NAD 83 (1986)) are NOT consistent with those determined in EA1554.adjacent state readjustments. The discontinuity between stations EA1554.located in North Carolina and those in adjacent states EA1554.which have been adjusted to the HARN may be as much as 5 EA1554.decimeters. This will result in a significant loss of accuracy EA1554.over lines crossing such state borders. EA1554 EA1554 EA1554.The horizontal coordinates were established by classical geodetic methods EA1554.and adjusted by the National Geodetic Survey in January 1988. EA1554 EA1554.The NAVD 88 height was computed by applying the VERTCON shift value to EA1554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA1554 EA1554.The Laplace correction was computed from DEFLEC99 derived deflections. EA1554 EA1554.The geoid height was determined by GEOID03. EA1554 EA1554; North East Units Scale Factor Converg. EA1554;SPC NC - 65,096.781 724,247.931 MT 1.00000084 +0 43 08.6 EA1554;SPC NC - 213,571.69 2,376,136.75 sFT 1.00000084 +0 43 08.6 EA1554;UTM 18 - 3,802,218.467 246,612.604 MT 1.00039149 -1 33 14.7 EA1554 EA1554! - Elev Factor x Scale Factor = Combined Factor EA1554!SPC NC - 1.00000383 x 1.00000084 = 1.00000467 EA1554!UTM 18 - 1.00000383 x 1.00039149 = 1.00039532 EA1554 EA1554 SUPERSEDED SURVEY CONTROL EA1554 EA1554 NGVD 29 (01/20/88) 13.0 (m) 43. (f) VERT ANG EA1554 EA1554.Superseded values are not recommended for survey control. EA1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1554.See file dsdata.txt to determine how the superseded data were derived. EA1554 EA1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4661302218(NAD 83) EA1554_MARKER: DH = HORIZONTAL CONTROL DISK EA1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1554_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1554_STAMPING: SMITH 1984 EA1554_MARK LOGO: NCGS EA1554_MAGNETIC: O = OTHER; SEE DESCRIPTION EA1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1554+STABILITY: SURFACE MOTION EA1554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1554+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1999 EA1554 EA1554 HISTORY - Date Condition Report By EA1554 HISTORY - 1984 MONUMENTED NCGS EA1554 HISTORY - 19990630 SEE DESCRIPTION NCGS EA1554 HISTORY - 20050312 MARK NOT FOUND USPSQD EA1554 EA1554 STATION DESCRIPTION EA1554 EA1554'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) EA1554'STATION IS LOCATED ABOUT 20.8 KM (12.9 MI) EAST-NORTHEAST OF EA1554'WILMINGTON AND 5.6 KM (3.5 MI) SOUTHWEST OF HAMPSTEAD. EA1554' EA1554'ALONG US 17 FOR 5.6 KM (3.45 MI) SOUTHWEST FROM THE INTERSECTION EA1554'WITH NC 210 (IN HAMPSTEAD), ON PROLONGATION OF THE WEST SIDE OF A EA1554'YELLOW FRAME RESIDENCE. EA1554' EA1554'THE STATION IS A STANDARD NCGS DISK STAMPED---SMITH 1984---, SET IN EA1554'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER, RECESSED 10 EA1554'CM BELOW GROUND. LOCATED EA1554'6.6 METERS (21.8 FT) NORTH-NORTHWEST OF CENTERLINE OF HIGHWAY, EA1554'28.6 METERS (93.7 FT) NORTHWEST OF THE NORTHEAST CORNER OF A FRAME EA1554'HOUSE, 46.9 (154.0 T) EAST OF MILEPOST 257, EA1554'37.8 METERS (124.0 FT) NORTH-NORTHEAST OF A 30 INCH OAK WITH EA1554'REFERENCE, AND 67.7 METER (222 FT) SOUTHWEST OF THE CENTER OF A EA1554'RAILROAD CROSSING. EA1554' EA1554'MARK IS ABOUT 1 FOOT BELOW CENTERLINE OF HIGHWAY. EA1554 EA1554 STATION RECOVERY (1999) EA1554 EA1554'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH) EA1554'NOT FOUND, PROBABLY LOST. REFERENCES FELL IN ASPHALT OF NEW 4-LANE EA1554'HIGHWAY. EA1554 EA1554 STATION RECOVERY (2005) EA1554 EA1554'RECOVERY NOTE BY US POWER SQUADRON 2005 EA1554'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2003 *********************************************************************** EB2003 DESIGNATION - SOIL EB2003 PID - EB2003 EB2003 STATE/COUNTY- NC/PENDER EB2003 USGS QUAD - HARRELLS (1984) EB2003 EB2003 *CURRENT SURVEY CONTROL EB2003 ___________________________________________________________________ EB2003* NAD 83(1986)- 34 40 37.70774(N) 078 09 18.37159(W) ADJUSTED EB2003* NAVD 88 - 23.0 (meters) 75. (feet) VERTCON EB2003 ___________________________________________________________________ EB2003 LAPLACE CORR- -4.43 (seconds) DEFLEC99 EB2003 GEOID HEIGHT- -35.74 (meters) GEOID03 EB2003 EB2003 HORZ ORDER - SECOND EB2003 EB2003.The North Carolina HARNS have been completed but, EB2003.due to contractual restrictions, coordinates for these stations EB2003.will NOT be published in the near future. In the interim, the EB2003.published coordinates in North Carolina will not be EB2003.consistent with the Continuously Operating Reference Stations EB2003.(CORS). The HARN coordinates for these stations are available EB2003.upon request. Contact Gary Thompson(919-733-3836). EB2003. EB2003.In addition, the published North Carolina positions EB2003.(NAD 83 (1986)) are NOT consistent with those determined in EB2003.adjacent state readjustments. The discontinuity between stations EB2003.located in North Carolina and those in adjacent states EB2003.which have been adjusted to the HARN may be as much as 5 EB2003.decimeters. This will result in a significant loss of accuracy EB2003.over lines crossing such state borders. EB2003 EB2003 EB2003.The horizontal coordinates were established by classical geodetic methods EB2003.and adjusted by the National Geodetic Survey in July 1986. EB2003 EB2003.The NAVD 88 height was computed by applying the VERTCON shift value to EB2003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2003 EB2003.The Laplace correction was computed from DEFLEC99 derived deflections. EB2003 EB2003.The geoid height was determined by GEOID03. EB2003 EB2003; North East Units Scale Factor Converg. EB2003;SPC NC - 103,178.505 687,025.092 MT 0.99992253 +0 29 15.5 EB2003;SPC NC - 338,511.48 2,254,014.82 sFT 0.99992253 +0 29 15.5 EB2003;UTM 17 - 3,840,923.742 760,655.151 MT 1.00043749 +1 37 10.3 EB2003 EB2003! - Elev Factor x Scale Factor = Combined Factor EB2003!SPC NC - 1.00000201 x 0.99992253 = 0.99992454 EB2003!UTM 17 - 1.00000201 x 1.00043749 = 1.00043950 EB2003 EB2003: Primary Azimuth Mark Grid Az EB2003:SPC NC - LOOP 329 42 44.5 EB2003:UTM 17 - LOOP 328 34 49.7 EB2003 EB2003|---------------------------------------------------------------------| EB2003| PID Reference Object Distance Geod. Az | EB2003| dddmmss.s | EB2003| EB2002 LOOP APPROX. 0.9 KM 3301200.0 | EB2003|---------------------------------------------------------------------| EB2003 EB2003 SUPERSEDED SURVEY CONTROL EB2003 EB2003 NAD 27 - 34 40 37.09427(N) 078 09 19.39818(W) AD( ) 2 EB2003 NGVD 29 (07/19/86) 23.2 (m) 76. (f) VERT ANG EB2003 EB2003.Superseded values are not recommended for survey control. EB2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2003.See file dsdata.txt to determine how the superseded data were derived. EB2003 EB2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6065540924(NAD 83) EB2003_MARKER: DE = TRAVERSE STATION DISK EB2003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2003_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2003_STAMPING: SOIL 1973 EB2003_MARK LOGO: NCGS EB2003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2003+STABILITY: SURFACE MOTION EB2003 EB2003 HISTORY - Date Condition Report By EB2003 HISTORY - 1973 MONUMENTED NCGS EB2003 EB2003 STATION DESCRIPTION EB2003 EB2003'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB2003'SOIL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2003'VICINITY OF HARRELLS, NORTH CAROLINA. EB2003' EB2003'SOIL IS LOCATED APPROXIMATELY. 4.4 MILES SE OF HARRELLS, AND 6.1 EB2003'MILES WNW OF PENDERLEA. TO REACH STATION FROM THE INTERSECTION OF US EB2003'421 WITH THE SAMPSON-PENDER COUNTY LINE WNW OF PENDERLEA, PROCEED EB2003'SE ALONG US 421 FOR 0.15 MILES TO STATION ON RIGHT AND 1.25 EB2003'MILES NW OF INTERSECTION WITH SR 1211 (WEST), IN A TRIANGLE FORMED EB2003'BY DITCHES AND FIELD. EB2003' EB2003'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED SOIL EB2003'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 5 EB2003'INCHES ABOVE THE SURFACE OF THE GROUND. EB2003' EB2003'MARK IS EB2003' EB2003'41.7 FEET SW OF C/L OF US 421. EB2003'3.8 FEET ESE OF 4X4 SIGN POST (EASTERNMOST) W/ALUMINUM REF. TAG. EB2003'8.2 FEET ENE OF 4X4 SIGN POST (WESTERNMOST) W/ALUMINUM REF. TAG. EB2003'143.4 FEET NW OF THE NORTH END OF HEADWALL OF W SIDE OF US 421. EB2003'8.7 FEET SE OF THE CENTER OF A DRAIN DITCH. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1102 *********************************************************************** EA1102 DESIGNATION - SPEED EA1102 PID - EA1102 EA1102 STATE/COUNTY- NC/PENDER EA1102 USGS QUAD - MAPLE HILL (1981) EA1102 EA1102 *CURRENT SURVEY CONTROL EA1102 ___________________________________________________________________ EA1102* NAD 83(1986)- 34 42 00.42462(N) 077 43 47.57263(W) ADJUSTED EA1102* NAVD 88 - 12.313 (meters) 40.40 (feet) ADJUSTED EA1102 ___________________________________________________________________ EA1102 LAPLACE CORR- -3.04 (seconds) DEFLEC99 EA1102 GEOID HEIGHT- -36.76 (meters) GEOID03 EA1102 DYNAMIC HT - 12.301 (meters) 40.36 (feet) COMP EA1102 MODELED GRAV- 979,675.3 (mgal) NAVD 88 EA1102 EA1102 HORZ ORDER - SECOND EA1102 VERT ORDER - SECOND CLASS II EA1102 EA1102.The North Carolina HARNS have been completed but, EA1102.due to contractual restrictions, coordinates for these stations EA1102.will NOT be published in the near future. In the interim, the EA1102.published coordinates in North Carolina will not be EA1102.consistent with the Continuously Operating Reference Stations EA1102.(CORS). The HARN coordinates for these stations are available EA1102.upon request. Contact Gary Thompson(919-733-3836). EA1102. EA1102.In addition, the published North Carolina positions EA1102.(NAD 83 (1986)) are NOT consistent with those determined in EA1102.adjacent state readjustments. The discontinuity between stations EA1102.located in North Carolina and those in adjacent states EA1102.which have been adjusted to the HARN may be as much as 5 EA1102.decimeters. This will result in a significant loss of accuracy EA1102.over lines crossing such state borders. EA1102 EA1102 EA1102.The horizontal coordinates were established by classical geodetic methods EA1102.and adjusted by the National Geodetic Survey in July 1986. EA1102 EA1102.The orthometric height was determined by differential leveling EA1102.and adjusted by the National Geodetic Survey in June 1991. EA1102 EA1102.The Laplace correction was computed from DEFLEC99 derived deflections. EA1102 EA1102.The geoid height was determined by GEOID03. EA1102 EA1102.The dynamic height is computed by dividing the NAVD 88 EA1102.geopotential number by the normal gravity value computed on the EA1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1102.degrees latitude (g = 980.6199 gals.). EA1102 EA1102.The modeled gravity was interpolated from observed gravity values. EA1102 EA1102; North East Units Scale Factor Converg. EA1102;SPC NC - 106,142.131 725,956.808 MT 0.99991862 +0 43 59.1 EA1102;SPC NC - 348,234.64 2,381,743.29 sFT 0.99991862 +0 43 59.1 EA1102;UTM 18 - 3,843,180.698 249,954.861 MT 1.00037069 -1 33 17.6 EA1102 EA1102! - Elev Factor x Scale Factor = Combined Factor EA1102!SPC NC - 1.00000384 x 0.99991862 = 0.99992246 EA1102!UTM 18 - 1.00000384 x 1.00037069 = 1.00037453 EA1102 EA1102: Primary Azimuth Mark Grid Az EA1102:SPC NC - DOUBLETREE 324 47 35.2 EA1102:UTM 18 - DOUBLETREE 327 04 51.9 EA1102 EA1102|---------------------------------------------------------------------| EA1102| PID Reference Object Distance Geod. Az | EA1102| dddmmss.s | EA1102| EA0966 WOODBURN 357.542 METERS 16454 | EA1102| EA1006 DOUBLETREE APPROX. 0.7 KM 3253134.3 | EA1102|---------------------------------------------------------------------| EA1102 EA1102 SUPERSEDED SURVEY CONTROL EA1102 EA1102 NAD 27 - 34 41 59.81903(N) 077 43 48.65127(W) AD( ) 2 EA1102 NGVD 29 (??/??/92) 12.615 (m) 41.39 (f) ADJ UNCH 2 2 EA1102 EA1102.Superseded values are not recommended for survey control. EA1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1102.See file dsdata.txt to determine how the superseded data were derived. EA1102 EA1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4995543181(NAD 83) EA1102_MARKER: DD = SURVEY DISK EA1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1102_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1102_STAMPING: SPEED 1974 EA1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1102+STABILITY: SURFACE MOTION EA1102 EA1102 HISTORY - Date Condition Report By EA1102 HISTORY - 1974 MONUMENTED NCGS EA1102 HISTORY - 1975 GOOD NCGS EA1102 HISTORY - 1986 GOOD USPSQD EA1102 EA1102 STATION DESCRIPTION EA1102 EA1102'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA1102'SPEED IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA1102'THE VICINITY OF BURGAW, NORTH CAROLINA. EA1102' EA1102'SPEED IS LOCATED APPROXIMATELY 15.2 MILES NE OF BURGAW, AND 3.4 EA1102'MILES NW OF MAPLE HILL. TO REACH STATION FROM INTERSECTION OF NC EA1102'50 WITH NC 53 NW OF MAPLE HILL, PROCEED NE ALONG NC 50 FOR 2.3 EA1102'MILES TO STATION ON RIGHT, OPPOSITE A SPEED LIMIT SIGN POST. 0.8 EA1102'MILE SOUTHEAST FROM INTERSECTION WITH SR 1525. EA1102' EA1102'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1102'SPEED 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EA1102'IS FLUSH WITH THE GROUND. EA1102' EA1102'MARK IS 35.7 FT NE OF C/L NC 50 EA1102' EA1102'103.4 FT SE OF PROJECTED C/L OF OLD LOGGING ROAD EA1102' EA1102'52.2 FT NE OF SPEED SIGN POST WITH ALUMINUM REF. TAG EA1102' EA1102'3.6 FT SW OF 10 IN PINE TREE WITH ALUMINUM REF. TAG EA1102' EA1102'11.1 FT SE OF 5 IN GUM TREE WITH ALUMINUM REF. TAG EA1102' EA1102'31.3 FT NW OF 4 IN OAK WITH ALUMINUM REF. TAG EA1102 EA1102 STATION RECOVERY (1975) EA1102 EA1102'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA1102'3.4 MI NW FROM MAPLE HILL. EA1102'TO REACH STATION FROM INTERSECTION OF NC 50 WITH NC 53 NW OF MAPLE EA1102'HILL, PROCEED NE ALONG NC 50 FOR 2.3 MILES TO STATION ON RIGHT, EA1102'OPPOSITE A SPEED LIMIT SIGN POST, AND 0.8 MILE SOUTHEAST FROM EA1102'INTERSECTION WITH SR 1525. 35.7 FT. NE OF C/L OF NC 50, 103.4 FT. SE EA1102'OF PROJECTED C/L OF OLD LOGGING ROAD, 52.2 FT. NE OF SPEED SIGN POST EA1102'WITH ALUMINUM REF. TAG, 3.6 FT. SW OF 10 IN. PINE TREE WITH ALUMINUM EA1102'REF. TAG, 11.1 FT. SE OF 5 IN. GUM WITH ALUMINUM REF. TAG, AND 31.3 EA1102'FT. NW OF 4 IN. OAK WITH ALUMINUM REF. TAG. DISK IS SET IN TOP OF EA1102'CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND. EA1102 EA1102 STATION RECOVERY (1986) EA1102 EA1102'RECOVERY NOTE BY US POWER SQUADRON 1986 (HW) EA1102'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1478 *********************************************************************** EB1478 DESIGNATION - SPILLWAY EB1478 PID - EB1478 EB1478 STATE/COUNTY- NC/PENDER EB1478 USGS QUAD - CURRIE (1988) EB1478 EB1478 *CURRENT SURVEY CONTROL EB1478 ___________________________________________________________________ EB1478* NAD 83(1986)- 34 23 10.64819(N) 078 01 53.30721(W) ADJUSTED EB1478* NAVD 88 - 10.910 (meters) 35.79 (feet) ADJUSTED EB1478 ___________________________________________________________________ EB1478 LAPLACE CORR- -4.06 (seconds) DEFLEC99 EB1478 GEOID HEIGHT- -36.13 (meters) GEOID03 EB1478 DYNAMIC HT - 10.900 (meters) 35.76 (feet) COMP EB1478 MODELED GRAV- 979,686.7 (mgal) NAVD 88 EB1478 EB1478 HORZ ORDER - SECOND EB1478 VERT ORDER - FIRST CLASS II EB1478 EB1478.The North Carolina HARNS have been completed but, EB1478.due to contractual restrictions, coordinates for these stations EB1478.will NOT be published in the near future. In the interim, the EB1478.published coordinates in North Carolina will not be EB1478.consistent with the Continuously Operating Reference Stations EB1478.(CORS). The HARN coordinates for these stations are available EB1478.upon request. Contact Gary Thompson(919-733-3836). EB1478. EB1478.In addition, the published North Carolina positions EB1478.(NAD 83 (1986)) are NOT consistent with those determined in EB1478.adjacent state readjustments. The discontinuity between stations EB1478.located in North Carolina and those in adjacent states EB1478.which have been adjusted to the HARN may be as much as 5 EB1478.decimeters. This will result in a significant loss of accuracy EB1478.over lines crossing such state borders. EB1478 EB1478 EB1478.The horizontal coordinates were established by classical geodetic methods EB1478.and adjusted by the National Geodetic Survey in November 1990. EB1478 EB1478.The orthometric height was determined by differential leveling EB1478.and adjusted by the National Geodetic Survey in June 1991. EB1478 EB1478.The Laplace correction was computed from DEFLEC99 derived deflections. EB1478 EB1478.The geoid height was determined by GEOID03. EB1478 EB1478.The dynamic height is computed by dividing the NAVD 88 EB1478.geopotential number by the normal gravity value computed on the EB1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB1478.degrees latitude (g = 980.6199 gals.). EB1478 EB1478.The modeled gravity was interpolated from observed gravity values. EB1478 EB1478; North East Units Scale Factor Converg. EB1478;SPC NC - 71,020.498 698,668.523 MT 0.99998575 +0 33 32.4 EB1478;SPC NC - 233,006.42 2,292,214.98 sFT 0.99998575 +0 33 32.4 EB1478;UTM 17 - 3,808,983.825 772,934.340 MT 1.00051833 +1 40 39.2 EB1478;UTM 18 - 3,809,155.189 221,276.059 MT 1.00055771 -1 42 47.5 EB1478 EB1478! - Elev Factor x Scale Factor = Combined Factor EB1478!SPC NC - 1.00000396 x 0.99998575 = 0.99998971 EB1478!UTM 17 - 1.00000396 x 1.00051833 = 1.00052229 EB1478!UTM 18 - 1.00000396 x 1.00055771 = 1.00056167 EB1478 EB1478 SUPERSEDED SURVEY CONTROL EB1478 EB1478 NGVD 29 (10/06/93) 11.200 (m) 36.75 (f) ADJUSTED 1 2 EB1478 EB1478.Superseded values are not recommended for survey control. EB1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1478.See file dsdata.txt to determine how the superseded data were derived. EB1478 EB1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU7293408984(NAD 83) EB1478_MARKER: DE = TRAVERSE STATION DISK EB1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1478_SP_SET: CONCRETE POST EB1478_STAMPING: SPILLWAY 1980 EB1478_MARK LOGO: NCGS EB1478_PROJECTION: RECESSED 3 CENTIMETERS EB1478_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EB1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1478+STABILITY: SURFACE MOTION EB1478 EB1478 HISTORY - Date Condition Report By EB1478 HISTORY - 1980 MONUMENTED NCGS EB1478 HISTORY - 1980 GOOD NCGS EB1478 EB1478 STATION DESCRIPTION EB1478 EB1478'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EB1478'THE STATION IS LOCATED APPROXIMATELY 6.7 MILES SOUTHEAST OF CURRIE EB1478'AND 11.4 MILES NORTH-NORTHWEST OF WILMINGTON. EB1478' EB1478'TO REACH THE STATION FROM THE INTERSECTION OF US 421 WITH THE EB1478'PENDER-NEW HANOVER COUNTY LINE NORTHWEST OF WILMINGTON, PROCEED EB1478'NORTH-NORTHWEST ALONG US 421 FOR 3.9 MILES TO A STATION IN THE MEDIAN, EB1478'AT A METAL DRAINAGE COVER WITH A CONCRETE SPILLWAY AND 1.35 MILES EB1478'SOUTH-SOUTHEAST OF THE INTERSECTION WITH SR 1114. EB1478' EB1478'STATION MARK IS A STANDARD DISK STAMPED---SPILLWAY 1980---,SET IN THE EB1478'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND EB1478'SURFACE. THE MARK IS 34.2 FEET EAST-NORTHEAST OF THE CENTERLINE OF EB1478'SOUTHBOUND LANE, 56.3 FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE EB1478'NORTHBOUND LANE, 13.6 FEET WEST-NORTHWEST OF THE CENTER OF A METAL EB1478'DRAINAGE COVER, 194.6 FEET SOUTHWEST OF A POWER POLE WITH REFERENCE EB1478'TAG AND 164.4 FEET WEST-SOUTHWEST OF A FENCE POST WITH REFERENCE TAG. EB1478 EB1478 STATION RECOVERY (1980) EB1478 EB1478'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EB1478'6.6 MI SE FROM CURRIE. EB1478'3.9 MILES NORTH-NORTHWEST ALONG U.S. 421 FROM THE PENDER-NEW HANOVER EB1478'COUNTY LINE NORTHWEST OF WILMINGTON, IN MEDIAN AT A METAL DRAINAGE EB1478'COVER WITH A CONCRETE SPILLWAY AND 1.4 MILES SOUTH OF INTERSECTION WIT EB1478'SR 1114, 34.2 FEET EAST-NORTHEAST OF CENTERLINE OF SOUTHBOUND LANES, EB1478'56.3 FEET WEST-SOUTHWEST OF CENTERLINE ON NORTHBOUND LANES, 13.6 FEET EB1478'WEST-NORTHWEST OF CENTER OF METAL DRAINAGE COVER, 194.6 FEET SOUTHWEST EB1478'OF POWER POLE WITH REFERENCE TAG AND 164.4 FEET WEST-SOUTHWEST OF EB1478'FENCE POST WITH REFERENCE TAG. EB1478'THE MARK IS 0.5 FT BELOW HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB2004 *********************************************************************** EB2004 DESIGNATION - STAR EB2004 PID - EB2004 EB2004 STATE/COUNTY- NC/PENDER EB2004 USGS QUAD - HARRELLS (1984) EB2004 EB2004 *CURRENT SURVEY CONTROL EB2004 ___________________________________________________________________ EB2004* NAD 83(1986)- 34 39 18.27488(N) 078 07 32.35863(W) ADJUSTED EB2004* NAVD 88 - 21.2 (meters) 70. (feet) VERTCON EB2004 ___________________________________________________________________ EB2004 LAPLACE CORR- -4.26 (seconds) DEFLEC99 EB2004 GEOID HEIGHT- -35.85 (meters) GEOID03 EB2004 EB2004 HORZ ORDER - SECOND EB2004 EB2004.The North Carolina HARNS have been completed but, EB2004.due to contractual restrictions, coordinates for these stations EB2004.will NOT be published in the near future. In the interim, the EB2004.published coordinates in North Carolina will not be EB2004.consistent with the Continuously Operating Reference Stations EB2004.(CORS). The HARN coordinates for these stations are available EB2004.upon request. Contact Gary Thompson(919-733-3836). EB2004. EB2004.In addition, the published North Carolina positions EB2004.(NAD 83 (1986)) are NOT consistent with those determined in EB2004.adjacent state readjustments. The discontinuity between stations EB2004.located in North Carolina and those in adjacent states EB2004.which have been adjusted to the HARN may be as much as 5 EB2004.decimeters. This will result in a significant loss of accuracy EB2004.over lines crossing such state borders. EB2004 EB2004 EB2004.The horizontal coordinates were established by classical geodetic methods EB2004.and adjusted by the National Geodetic Survey in July 1986. EB2004 EB2004.The NAVD 88 height was computed by applying the VERTCON shift value to EB2004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB2004 EB2004.The Laplace correction was computed from DEFLEC99 derived deflections. EB2004 EB2004.The geoid height was determined by GEOID03. EB2004 EB2004; North East Units Scale Factor Converg. EB2004;SPC NC - 100,754.418 689,745.113 MT 0.99992644 +0 30 16.7 EB2004;SPC NC - 330,558.45 2,262,938.76 sFT 0.99992644 +0 30 16.7 EB2004;UTM 17 - 3,838,552.595 763,423.948 MT 1.00045538 +1 38 07.4 EB2004 EB2004! - Elev Factor x Scale Factor = Combined Factor EB2004!SPC NC - 1.00000229 x 0.99992644 = 0.99992873 EB2004!UTM 17 - 1.00000229 x 1.00045538 = 1.00045767 EB2004 EB2004: Primary Azimuth Mark Grid Az EB2004:SPC NC - CREEK 136 02 07.0 EB2004:UTM 17 - CREEK 134 54 16.3 EB2004 EB2004|---------------------------------------------------------------------| EB2004| PID Reference Object Distance Geod. Az | EB2004| dddmmss.s | EB2004| EB1964 CREEK APPROX. 0.8 KM 1363223.7 | EB2004|---------------------------------------------------------------------| EB2004 EB2004 SUPERSEDED SURVEY CONTROL EB2004 EB2004 NAD 27 - 34 39 17.66322(N) 078 07 33.38795(W) AD( ) 2 EB2004 NGVD 29 (07/19/86) 21.5 (m) 71. (f) VERT ANG EB2004 EB2004.Superseded values are not recommended for survey control. EB2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2004.See file dsdata.txt to determine how the superseded data were derived. EB2004 EB2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6342438553(NAD 83) EB2004_MARKER: DE = TRAVERSE STATION DISK EB2004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2004_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB2004_STAMPING: STAR 1973 EB2004_MARK LOGO: NCGS EB2004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2004+STABILITY: SURFACE MOTION EB2004 EB2004 HISTORY - Date Condition Report By EB2004 HISTORY - 1973 MONUMENTED NCGS EB2004 EB2004 STATION DESCRIPTION EB2004 EB2004'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB2004'STAR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB2004'VICINITY OF PENDERLEA, NORTH CAROLINA. EB2004' EB2004'STAR IS LOCATED APPROXIMATELY 4.2 MILES WEST OF PENDERLEE, AND 6.6 EB2004'MILES SE OF HARRELLS. TO REACH STATION FROM INTERSECTION US OF 421 EB2004'WITH THE PENDER-SAMPSON COUNTY LINE WNW OF PENDERLEA, PROCEED SE EB2004'ALONG US 421 FOR 2.45 MILES TO STATION ON LEFT SHOULDER. 0.35 MILES EB2004'NW OF INTERSECTION WITH SR 1212, AND ON THE PROJECTION OF THE C/L EB2004'OF A DITCH BETWEEN WHITE HOUSE AND BRICK HOUSE. EB2004' EB2004'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED STAR EB2004'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 6 EB2004'INCHES BELOW THE GROUND. EB2004' EB2004'MARK IS EB2004' EB2004'21.3 FEET NE OF C/L OF US 421. EB2004'82.3 FEET NW OF C/L OF DRIVE TO BRICK HOME. EB2004'73.2 FEET NW OF THE NORTH END OF 18 INCH CULVERT UNDER DRIVE. EB2004'96.8 FEET S OF GUY WIRE TO PP NO. 11492. EB2004'132.4 FEET E OF TP WITH PEDESTAL AND ALUMINUM REF. TAG. EB2004'134.8 FEET WSW OF THE NW CORNER OF BRICK HOUSE. EB2004'101.6 FEET S OF 12 INCH CEDAR W/ALUMINUM REF. TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2556 *********************************************************************** EA2556 DESIGNATION - STEEL LAUNCHING PIN EA2556 PID - EA2556 EA2556 STATE/COUNTY- NC/PENDER EA2556 USGS QUAD - HAMPSTEAD (1970) EA2556 EA2556 *CURRENT SURVEY CONTROL EA2556 ___________________________________________________________________ EA2556* NAD 83(1986)- 34 21 57.07462(N) 077 37 41.57969(W) ADJUSTED EA2556* NAVD 88 - 5. (meters) 16. (feet) SCALED EA2556 ___________________________________________________________________ EA2556 LAPLACE CORR- -3.35 (seconds) DEFLEC99 EA2556 GEOID HEIGHT- -37.34 (meters) GEOID03 EA2556 EA2556 HORZ ORDER - SECOND EA2556 EA2556.The North Carolina HARNS have been completed but, EA2556.due to contractual restrictions, coordinates for these stations EA2556.will NOT be published in the near future. In the interim, the EA2556.published coordinates in North Carolina will not be EA2556.consistent with the Continuously Operating Reference Stations EA2556.(CORS). The HARN coordinates for these stations are available EA2556.upon request. Contact Gary Thompson(919-733-3836). EA2556. EA2556.In addition, the published North Carolina positions EA2556.(NAD 83 (1986)) are NOT consistent with those determined in EA2556.adjacent state readjustments. The discontinuity between stations EA2556.located in North Carolina and those in adjacent states EA2556.which have been adjusted to the HARN may be as much as 5 EA2556.decimeters. This will result in a significant loss of accuracy EA2556.over lines crossing such state borders. EA2556 EA2556 EA2556.The horizontal coordinates were established by classical geodetic methods EA2556.and adjusted by the National Geodetic Survey in July 1986. EA2556 EA2556.The orthometric height was scaled from a topographic map. EA2556 EA2556.The Laplace correction was computed from DEFLEC99 derived deflections. EA2556 EA2556.The geoid height was determined by GEOID03. EA2556 EA2556; North East Units Scale Factor Converg. EA2556;SPC NC - 69,190.800 735,782.106 MT 0.99999115 +0 47 30.3 EA2556;SPC NC - 227,003.48 2,413,978.46 sFT 0.99999115 +0 47 30.3 EA2556;UTM 18 - 3,805,852.789 258,304.379 MT 1.00032012 -1 29 03.4 EA2556 EA2556! - Elev Factor x Scale Factor = Combined Factor EA2556!SPC NC - 1.00000513 x 0.99999115 = 0.99999628 EA2556!UTM 18 - 1.00000513 x 1.00032012 = 1.00032525 EA2556 EA2556 SUPERSEDED SURVEY CONTROL EA2556 EA2556 NAD 27 - 34 21 56.46700(N) 077 37 42.67500(W) AD( ) 2 EA2556 EA2556.Superseded values are not recommended for survey control. EA2556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2556.See file dsdata.txt to determine how the superseded data were derived. EA2556 EA2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5830405853(NAD 83) EA2556_MARKER: Z = SEE DESCRIPTION EA2556_SETTING: 0 = UNSPECIFIED SETTING EA2556_MARK LOGO: NONE EA2556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA2556 EA2556 HISTORY - Date Condition Report By EA2556 HISTORY - 1947 MONUMENTED CGS EA2556 HISTORY - 20050315 MARK NOT FOUND USPSQD EA2556 EA2556 STATION DESCRIPTION EA2556 EA2556'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 EA2556'STATION IS A 4 IN STEEL SHAFT EMBEDDED IN THE EA2556'LAUNCHING PLATFORM AND EXTENDING ABOUT 8 IN ABOVE THE EA2556'PLATFORM. IT IS 68.51 FEET NORTH OF STATION ZERO. THE POINT EA2556'MEASURED TO AND OBSERVED IS A CENTER PUNCH MARK ON THE TOP AND EA2556'CENTER OF THE PIN. EA2556' EA2556'TO REACH STATION ZERO FROM THE POST OFFICE IN HOLLY RIDGE, GO EA2556'SOUTHWEST ON U.S. HIGHWAY 17 FOR 0.1 MILE, TURN LEFT BETWEEN EA2556'TWO BRICK PILLARS AND GO SOUTH FOR 4.85 MILES TO EA2556'SEARS LANDING AND BRIDGE. CONTINUE STRAIGHT AHEAD FOR 0.5 EA2556'ACROSS BRIDGE TO T-ROAD. TURN RIGHT AND GO 6.4 MILES, TURN EA2556'LEFT FOR ABOUT 100 FEET TO CONCRETE LAUNCHING PLATFORM AND EA2556'STATION ZERO AS DESCRIBED. EA2556 EA2556 STATION RECOVERY (2005) EA2556 EA2556'RECOVERY NOTE BY US POWER SQUADRON 2005 (PKH) EA2556'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1977 *********************************************************************** EB1977 DESIGNATION - STRAW EB1977 PID - EB1977 EB1977 STATE/COUNTY- NC/PENDER EB1977 USGS QUAD - WALLACE WEST (1984) EB1977 EB1977 *CURRENT SURVEY CONTROL EB1977 ___________________________________________________________________ EB1977* NAD 83(1986)- 34 40 20.78762(N) 078 00 55.20089(W) ADJUSTED EB1977* NAVD 88 - 20.8 (meters) 68. (feet) VERTCON EB1977 ___________________________________________________________________ EB1977 LAPLACE CORR- -3.91 (seconds) DEFLEC99 EB1977 GEOID HEIGHT- -36.12 (meters) GEOID03 EB1977 EB1977 HORZ ORDER - SECOND EB1977 EB1977.The North Carolina HARNS have been completed but, EB1977.due to contractual restrictions, coordinates for these stations EB1977.will NOT be published in the near future. In the interim, the EB1977.published coordinates in North Carolina will not be EB1977.consistent with the Continuously Operating Reference Stations EB1977.(CORS). The HARN coordinates for these stations are available EB1977.upon request. Contact Gary Thompson(919-733-3836). EB1977. EB1977.In addition, the published North Carolina positions EB1977.(NAD 83 (1986)) are NOT consistent with those determined in EB1977.adjacent state readjustments. The discontinuity between stations EB1977.located in North Carolina and those in adjacent states EB1977.which have been adjusted to the HARN may be as much as 5 EB1977.decimeters. This will result in a significant loss of accuracy EB1977.over lines crossing such state borders. EB1977 EB1977 EB1977.The horizontal coordinates were established by classical geodetic methods EB1977.and adjusted by the National Geodetic Survey in July 1986. EB1977 EB1977.The NAVD 88 height was computed by applying the VERTCON shift value to EB1977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB1977 EB1977.The Laplace correction was computed from DEFLEC99 derived deflections. EB1977 EB1977.The geoid height was determined by GEOID03. EB1977 EB1977; North East Units Scale Factor Converg. EB1977;SPC NC - 102,775.201 699,837.954 MT 0.99992335 +0 34 06.0 EB1977;SPC NC - 337,188.31 2,296,051.69 sFT 0.99992335 +0 34 06.0 EB1977;UTM 17 - 3,840,773.399 773,480.612 MT 1.00052195 +1 41 56.3 EB1977;UTM 18 - 3,840,857.204 223,708.484 MT 1.00054100 -1 42 59.3 EB1977 EB1977! - Elev Factor x Scale Factor = Combined Factor EB1977!SPC NC - 1.00000240 x 0.99992335 = 0.99992575 EB1977!UTM 17 - 1.00000240 x 1.00052195 = 1.00052435 EB1977!UTM 18 - 1.00000240 x 1.00054100 = 1.00054340 EB1977 EB1977: Primary Azimuth Mark Grid Az EB1977:SPC NC - PIGFORD 263 08 29.4 EB1977:UTM 17 - PIGFORD 262 00 39.1 EB1977:UTM 18 - PIGFORD 265 25 34.7 EB1977 EB1977|---------------------------------------------------------------------| EB1977| PID Reference Object Distance Geod. Az | EB1977| dddmmss.s | EB1977| EB1976 PIGFORD APPROX. 0.7 KM 2634235.4 | EB1977|---------------------------------------------------------------------| EB1977 EB1977 SUPERSEDED SURVEY CONTROL EB1977 EB1977 NAD 27 - 34 40 20.18131(N) 078 00 56.24606(W) AD( ) 2 EB1977 NGVD 29 (07/19/86) 21.1 (m) 69. (f) VERT ANG EB1977 EB1977.Superseded values are not recommended for survey control. EB1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1977.See file dsdata.txt to determine how the superseded data were derived. EB1977 EB1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU7348140773(NAD 83) EB1977_MARKER: DE = TRAVERSE STATION DISK EB1977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1977_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB1977_STAMPING: STRAW 1973 EB1977_MARK LOGO: NCGS EB1977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1977+STABILITY: SURFACE MOTION EB1977 EB1977 HISTORY - Date Condition Report By EB1977 HISTORY - 1973 MONUMENTED NCGS EB1977 EB1977 STATION DESCRIPTION EB1977 EB1977'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB1977'STRAW IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB1977'THE VICINITY OF PANDERLEA, NORTH CAROLINA. EB1977' EB1977'STRAW IS LOCATED APPROXIMATELY 2.2 MILES ENE OF PENDERLEA, AND 2.4 EB1977'MILES WSW OF WILLARD. TO REACH STATION FROM INTERSECTION OF SR 1321 EB1977'WITH SR 1326 IN CENTER OF PENDERLEA, PROCEED ENE ALONG SR 1321 FOR EB1977'2.2 MILES TO STATION ON RIGHT, 0.5 MILES EAST OF INTERSECTION WITH EB1977'SR 1322 (NORTH), AND APPROXIMATELY 3 FEET SE OF PROJECTION OF EB1977'C/L OF SR 1322 FROM THE NE. EB1977' EB1977'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED STRAW EB1977'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 4 EB1977'INCHES ABOVE THE GROUND. EB1977' EB1977'MARK IS EB1977' EB1977'36.1 FEET S OF C/L OF SR 1321. EB1977'3.5 FEET S OF A TELEPHONE BRACE POLE W/ALUMINUM REF. TAG. EB1977'39.4 FEET WSW OF 20 INCH PINE W/ALUMINUM REF. TAG. EB1977'42.7 FEET NNE OF PP NO. 113 W/ALUMINUM REF. TAG. EB1977'85.3 FEET ENE OF 24 INCH PINE W/ALUMINUM REF. TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1104 *********************************************************************** EA1104 DESIGNATION - SUPPORT EA1104 PID - EA1104 EA1104 STATE/COUNTY- NC/PENDER EA1104 USGS QUAD - MAPLE HILL (1981) EA1104 EA1104 *CURRENT SURVEY CONTROL EA1104 ___________________________________________________________________ EA1104* NAD 83(1986)- 34 39 39.54558(N) 077 43 32.27409(W) ADJUSTED EA1104* NAVD 88 - 5.783 (meters) 18.97 (feet) ADJUSTED EA1104 ___________________________________________________________________ EA1104 LAPLACE CORR- -3.31 (seconds) DEFLEC99 EA1104 GEOID HEIGHT- -36.81 (meters) GEOID03 EA1104 DYNAMIC HT - 5.778 (meters) 18.96 (feet) COMP EA1104 MODELED GRAV- 979,671.8 (mgal) NAVD 88 EA1104 EA1104 HORZ ORDER - SECOND EA1104 VERT ORDER - SECOND CLASS II EA1104 EA1104.The North Carolina HARNS have been completed but, EA1104.due to contractual restrictions, coordinates for these stations EA1104.will NOT be published in the near future. In the interim, the EA1104.published coordinates in North Carolina will not be EA1104.consistent with the Continuously Operating Reference Stations EA1104.(CORS). The HARN coordinates for these stations are available EA1104.upon request. Contact Gary Thompson(919-733-3836). EA1104. EA1104.In addition, the published North Carolina positions EA1104.(NAD 83 (1986)) are NOT consistent with those determined in EA1104.adjacent state readjustments. The discontinuity between stations EA1104.located in North Carolina and those in adjacent states EA1104.which have been adjusted to the HARN may be as much as 5 EA1104.decimeters. This will result in a significant loss of accuracy EA1104.over lines crossing such state borders. EA1104 EA1104 EA1104.The horizontal coordinates were established by classical geodetic methods EA1104.and adjusted by the National Geodetic Survey in July 1986. EA1104 EA1104.The orthometric height was determined by differential leveling EA1104.and adjusted by the National Geodetic Survey in June 1991. EA1104 EA1104.The Laplace correction was computed from DEFLEC99 derived deflections. EA1104 EA1104.The geoid height was determined by GEOID03. EA1104 EA1104.The dynamic height is computed by dividing the NAVD 88 EA1104.geopotential number by the normal gravity value computed on the EA1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1104.degrees latitude (g = 980.6199 gals.). EA1104 EA1104.The modeled gravity was interpolated from observed gravity values. EA1104 EA1104; North East Units Scale Factor Converg. EA1104;SPC NC - 101,806.600 726,401.816 MT 0.99992538 +0 44 07.9 EA1104;SPC NC - 334,010.49 2,383,203.29 sFT 0.99992538 +0 44 07.9 EA1104;UTM 18 - 3,838,828.913 250,226.611 MT 1.00036902 -1 33 03.3 EA1104 EA1104! - Elev Factor x Scale Factor = Combined Factor EA1104!SPC NC - 1.00000487 x 0.99992538 = 0.99993025 EA1104!UTM 18 - 1.00000487 x 1.00036902 = 1.00037389 EA1104 EA1104: Primary Azimuth Mark Grid Az EA1104:SPC NC - PONY 043 06 14.2 EA1104:UTM 18 - PONY 045 23 25.4 EA1104 EA1104|---------------------------------------------------------------------| EA1104| PID Reference Object Distance Geod. Az | EA1104| dddmmss.s | EA1104| EA1066 PONY APPROX. 2.0 KM 0435022.1 | EA1104|---------------------------------------------------------------------| EA1104 EA1104 SUPERSEDED SURVEY CONTROL EA1104 EA1104 NAD 27 - 34 39 38.93770(N) 077 43 33.34941(W) AD( ) 2 EA1104 NGVD 29 (??/??/92) 6.086 (m) 19.97 (f) ADJ UNCH 2 2 EA1104 EA1104.Superseded values are not recommended for survey control. EA1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1104.See file dsdata.txt to determine how the superseded data were derived. EA1104 EA1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5022738829(NAD 83) EA1104_MARKER: DD = SURVEY DISK EA1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1104_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1104_STAMPING: SUPPORT 1974 EA1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1104+STABILITY: SURFACE MOTION EA1104 EA1104 HISTORY - Date Condition Report By EA1104 HISTORY - 1974 MONUMENTED NCGS EA1104 HISTORY - 1975 GOOD NCGS EA1104 EA1104 STATION DESCRIPTION EA1104 EA1104'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA1104'SUPPORT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA1104'THE VICINITY OF BURGAW, NORTH CAROLINA. EA1104' EA1104'SUPPORT IS LOCATED APPROXIMATELY 13.6 MILES ENE OF BURGAW AND 1.8 EA1104'MILES WEST OF MAPLE HILL. TO REACH STATION FROM INTERSECTION OF EA1104'NC 53 AND NC 50 NORTHWEST OF MAPLE HILL, PROCEED WESTERLY ALONG EA1104'NC 53 FOR 1.2 MILES TO STATION ON LEFT, AT A POWER LINE SUPPORT EA1104'POLE, AND 0.65 MILE NORTHEAST OF A BRIDGE OVER ANGOLA CREEK. EA1104' EA1104'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1104'SUPPORT 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA1104'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EA1104' EA1104'MARK IS 48.1 FT SE OF C/L OF NC 53 EA1104' EA1104'2.2 FT NW OF SUPPORT POLE WITH ALUMINUM REF. TAG EA1104' EA1104'97.7 FT SE OF PP WITH ALUMINUM REF. TAG EA1104' EA1104'66.1 FT W OF 30 INCH OAK WITH ALUMINUM REF. TAG EA1104' EA1104'59.5 FT N OF 6 INCH GUM TREE WITH ALUMINUM REF. TAG EA1104' EA1104'84.0 FT N OF 14 INCH GUM TREE WITH ALUMINUM REF. TAG EA1104 EA1104 STATION RECOVERY (1975) EA1104 EA1104'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA1104'1.8 MI W FROM MAPLE HILL. EA1104'STATION IS LOCATED APPROXIMATELY 13.6 MILES ENE OF BURGAW. TO REACH EA1104'STATION FROM INTERSECTION OF NC 53 AND NC 50 NORTHWEST OF MAPLE HILL, EA1104'PROCEED WESTERLY ALONG NC 53 FOR 1.2 MILES TO STATION ON LEFT, AT A EA1104'POWER LINE SUPPORT POLE, AND 0.65 MILE NORTHEAST OF A BRIDGE OVER EA1104'ANGOLA CREEK. 48.1 FT. SE OF C/L OF NC 53, 2.2 FT. NW OF SUPPORT POLE EA1104'WITH ALUMINUM REF. TAG, 97.7 FT. SE OF PP WITH ALUMINUM REF. TAG, 66.1 EA1104'FT. W OF 30 INCH OAK WITH ALUMINUM REF. TAG, 59.5 FT. N OF 6 INCH GUM EA1104'WITH ALUMINUM REF. TAG, AND 84.0 FT. N OF 14 INCH GUM WITH ALUMINUM EA1104'REF. TAG. DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1100 *********************************************************************** EA1100 DESIGNATION - SWORT EA1100 PID - EA1100 EA1100 STATE/COUNTY- NC/PENDER EA1100 USGS QUAD - MAPLE HILL (1981) EA1100 EA1100 *CURRENT SURVEY CONTROL EA1100 ___________________________________________________________________ EA1100* NAD 83(1986)- 34 42 44.97430(N) 077 44 41.31390(W) ADJUSTED EA1100* NAVD 88 - 12.086 (meters) 39.65 (feet) ADJUSTED EA1100 ___________________________________________________________________ EA1100 LAPLACE CORR- -3.10 (seconds) DEFLEC99 EA1100 GEOID HEIGHT- -36.71 (meters) GEOID03 EA1100 DYNAMIC HT - 12.074 (meters) 39.61 (feet) COMP EA1100 MODELED GRAV- 979,676.9 (mgal) NAVD 88 EA1100 EA1100 HORZ ORDER - SECOND EA1100 VERT ORDER - SECOND CLASS II EA1100 EA1100.The North Carolina HARNS have been completed but, EA1100.due to contractual restrictions, coordinates for these stations EA1100.will NOT be published in the near future. In the interim, the EA1100.published coordinates in North Carolina will not be EA1100.consistent with the Continuously Operating Reference Stations EA1100.(CORS). The HARN coordinates for these stations are available EA1100.upon request. Contact Gary Thompson(919-733-3836). EA1100. EA1100.In addition, the published North Carolina positions EA1100.(NAD 83 (1986)) are NOT consistent with those determined in EA1100.adjacent state readjustments. The discontinuity between stations EA1100.located in North Carolina and those in adjacent states EA1100.which have been adjusted to the HARN may be as much as 5 EA1100.decimeters. This will result in a significant loss of accuracy EA1100.over lines crossing such state borders. EA1100 EA1100 EA1100.The horizontal coordinates were established by classical geodetic methods EA1100.and adjusted by the National Geodetic Survey in July 1986. EA1100 EA1100.The orthometric height was determined by differential leveling EA1100.and adjusted by the National Geodetic Survey in June 1991. EA1100 EA1100.The Laplace correction was computed from DEFLEC99 derived deflections. EA1100 EA1100.The geoid height was determined by GEOID03. EA1100 EA1100.The dynamic height is computed by dividing the NAVD 88 EA1100.geopotential number by the normal gravity value computed on the EA1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1100.degrees latitude (g = 980.6199 gals.). EA1100 EA1100.The modeled gravity was interpolated from observed gravity values. EA1100 EA1100; North East Units Scale Factor Converg. EA1100;SPC NC - 107,497.326 724,571.959 MT 0.99991658 +0 43 28.1 EA1100;SPC NC - 352,680.81 2,377,199.84 sFT 0.99991658 +0 43 28.1 EA1100;UTM 18 - 3,844,590.748 248,624.614 MT 1.00037891 -1 33 50.0 EA1100 EA1100! - Elev Factor x Scale Factor = Combined Factor EA1100!SPC NC - 1.00000387 x 0.99991658 = 0.99992045 EA1100!UTM 18 - 1.00000387 x 1.00037891 = 1.00038278 EA1100 EA1100|---------------------------------------------------------------------| EA1100| PID Reference Object Distance Geod. Az | EA1100| dddmmss.s | EA1100| EA0983 BOO 329.187 METERS 31136 | EA1100|---------------------------------------------------------------------| EA1100 EA1100 SUPERSEDED SURVEY CONTROL EA1100 EA1100 NAD 27 - 34 42 44.37030(N) 077 44 42.39159(W) AD( ) 2 EA1100 NGVD 29 (??/??/92) 12.387 (m) 40.64 (f) ADJ UNCH 2 2 EA1100 EA1100.Superseded values are not recommended for survey control. EA1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1100.See file dsdata.txt to determine how the superseded data were derived. EA1100 EA1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4862544591(NAD 83) EA1100_MARKER: DD = SURVEY DISK EA1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1100_STAMPING: SWORT 1974 EA1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1100+STABILITY: SURFACE MOTION EA1100 EA1100 HISTORY - Date Condition Report By EA1100 HISTORY - 1974 MONUMENTED NCGS EA1100 HISTORY - 1975 GOOD NCGS EA1100 EA1100 STATION DESCRIPTION EA1100 EA1100'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA1100'SWORT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA1100'THE VICINITY OF BURGAW, NORTH CAROLINA. EA1100' EA1100'SWORT IS LOCATED APPROXIMATELY 15.1 MILES NE OF BURGAW, AND 4.4 EA1100'MILES NW OF MAPLE HILL. TO REACH STATION FROM INTERSECTION OF NC EA1100'50 WITH NC 53 NW OF MAPLE HILL, PROCEED NE ALONG NC 50 FOR 3.55 EA1100'MILES TO STATION ON LEFT IN THE YARD OF A WHITE BLOCK HOUSE, 0.45 EA1100'MILE NW OF INTERSECTION WITH SR 1525 AND 1.3 MILES SOUTHEAST OF EA1100'THE PENDER - DUPLIN COUNTY LINE. EA1100' EA1100'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1100'SWORT 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EA1100'IS FLUSH WITH THE SURFACE OF THE GROUND. EA1100' EA1100'MARK IS 25.9 FT SW OF C/L OF NC 50 EA1100' EA1100'24.0 FT NW OF C/L OF DRIVEWAY EA1100' EA1100'10.9 FT NE OF TELEPHONE PEDESTAL EA1100' EA1100'10.5 FT NE OF PP WITH ALUMINUM REF. TAG EA1100' EA1100'34.5 FT NE OF 24 IN PINE TREE WITH ALUMINUM REF. TAG EA1100' EA1100'19.9 FT E OF 6 IN APPLE TREE WITH ALUMINUM REF. TAG EA1100 EA1100 STATION RECOVERY (1975) EA1100 EA1100'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA1100'4.4 MI NW FROM MAPLE HILL. EA1100'TO REACH STATION FROM INTERSECTION OF NC 50 WITH NC 53 NW OF MAPLE EA1100'HILL, PROCEED NE ALONG NC 50 FOR 3.55 MILES TO STATION ON LEFT IN THE EA1100'YARD OF A WHITE BLOCK HOUSE, 0.45 MILE NW OF INTERSECTION WITH SR EA1100'1525, AND 1.3 MILES SOUTHEAST OF THE PENDER - DUPLIN COUNTY LINE. 25.9 EA1100'FT. SW OF C/L OF NC 50, 24.0 FT. NW OF C/L OF DRIVEWAY, 10.9 FT. NE OF EA1100'TELEPHONE PEDESTAL, 10.5 FT. NE OF PP WITH ALUMINUM REF. TAG, 34.5 FT. EA1100'NE OF 24 IN. PINE TREE WITH ALUMINUM REF. TAG, AND 19.9 FT. EAST OF 6 EA1100'IN. APPLE TREE WITH ALUMINUM REF. TAG. DISK IS SET IN TOP OF CONCRETE EA1100'CYLINDER FLUSH WITH THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AI0890 *********************************************************************** AI0890 DESIGNATION - T2 16 AI0890 PID - AI0890 AI0890 STATE/COUNTY- NC/PENDER AI0890 USGS QUAD - NEW RIVER INLET (1997) AI0890 AI0890 *CURRENT SURVEY CONTROL AI0890 ___________________________________________________________________ AI0890* NAD 83(1986)- 34 31 07.48444(N) 077 22 21.48594(W) ADJUSTED AI0890* NAVD 88 - 1.00 (meters) 3.3 (feet) LEVELING AI0890 ___________________________________________________________________ AI0890 LAPLACE CORR- 1.14 (seconds) DEFLEC99 AI0890 GEOID HEIGHT- -37.37 (meters) GEOID03 AI0890 AI0890 HORZ ORDER - SECOND AI0890 VERT ORDER - THIRD ? AI0890 AI0890.The North Carolina HARNS have been completed but, AI0890.due to contractual restrictions, coordinates for these stations AI0890.will NOT be published in the near future. In the interim, the AI0890.published coordinates in North Carolina will not be AI0890.consistent with the Continuously Operating Reference Stations AI0890.(CORS). The HARN coordinates for these stations are available AI0890.upon request. Contact Gary Thompson(919-733-3836). AI0890. AI0890.In addition, the published North Carolina positions AI0890.(NAD 83 (1986)) are NOT consistent with those determined in AI0890.adjacent state readjustments. The discontinuity between stations AI0890.located in North Carolina and those in adjacent states AI0890.which have been adjusted to the HARN may be as much as 5 AI0890.decimeters. This will result in a significant loss of accuracy AI0890.over lines crossing such state borders. AI0890 AI0890 AI0890.The horizontal coordinates were established by classical geodetic methods AI0890.and adjusted by the National Geodetic Survey in July 1999. AI0890 AI0890.The orthometric height was determined by differential leveling. AI0890.The vertical network tie was performed by a horz. field party for horz. AI0890.obs reductions. Reset procedures were used to establish the elevation. AI0890 AI0890.The Laplace correction was computed from DEFLEC99 derived deflections. AI0890 AI0890.The geoid height was determined by GEOID03. AI0890 AI0890; North East Units Scale Factor Converg. AI0890;SPC NC - 86,503.500 759,011.337 MT 0.99995381 +0 56 21.4 AI0890;SPC NC - 283,803.57 2,490,189.69 sFT 0.99995381 +0 56 21.4 AI0890;UTM 18 - 3,822,232.119 282,210.724 MT 1.00018468 -1 20 42.2 AI0890 AI0890! - Elev Factor x Scale Factor = Combined Factor AI0890!SPC NC - 1.00000571 x 0.99995381 = 0.99995952 AI0890!UTM 18 - 1.00000571 x 1.00018468 = 1.00019039 AI0890 AI0890 SUPERSEDED SURVEY CONTROL AI0890 AI0890.No superseded survey control is available for this station. AI0890 AI0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8221122232(NAD 83) AI0890_MARKER: DH = HORIZONTAL CONTROL DISK AI0890_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND AI0890_STAMPING: T2 16 1985 AI0890_MARK LOGO: USE AI0890_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AI0890_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AI0890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI0890+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1988 AI0890 AI0890 HISTORY - Date Condition Report By AI0890 HISTORY - 1985 MONUMENTED USE AI0890 HISTORY - 19880522 GOOD NCGS AI0890 AI0890 STATION DESCRIPTION AI0890 AI0890'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB) AI0890'STATION IS LOCATED IN THE COMMUNITY OF CHADWICK ACRES. PROCEED ALONG AI0890'NC 210 FOR 2.65 KM (1.65 MI) SOUTH FROM NC 172, THENCE NORTHEAST ALONG AI0890'SR 1518 (OLD FOLKSTONE RD.) FOR 2.80 KM (1.75 MI) , THENCE SOUTHEAST AI0890'ALONG SR 1553 (CHADWICK ACRES RD.) FOR 3.45 KM (2.15 MI) TO THE END OF AI0890'THE STATE MAINTENANCE, THENCE NORTHEAST ALONG AN UNNAMED PAVED STREET AI0890'FOR 1.00 KM (0.60 MI) TO STATION IN THE NORTHWEST CORNER OF A YARD, AI0890'UNDER A ROW OF PINES. MARK IS ABOUT LEVEL WITH STREET AND FLUSH WITH AI0890'GROUND. LOCATED 15.21 M (49.90 FT) SOUTH OF THE CENTERLINE OF THE AI0890'PAVED STREET, 29.11 M (95.51 FT) NORTHEAST OF THE NORTHEAST CORNER OF AI0890'A CONCRETE BLOCK AND WOOD FRAME TWO-STORY HOUSE, 44.35 M (145.50 FT) AI0890'NORTH OF THE NORTHEAST CORNER OF AN ELECTRICAL SERVICE BOX, AND 30.02 AI0890'M (98.49 FT) SOUTHWEST OF A POWER POLE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1989 *********************************************************************** EB1989 DESIGNATION - TANK EB1989 PID - EB1989 EB1989 STATE/COUNTY- NC/PENDER EB1989 USGS QUAD - COSTIN (1984) EB1989 EB1989 *CURRENT SURVEY CONTROL EB1989 ___________________________________________________________________ EB1989* NAD 83(1986)- 34 33 13.70878(N) 078 05 05.58508(W) ADJUSTED EB1989* NAVD 88 - 14.7 (meters) 48. (feet) VERTCON EB1989 ___________________________________________________________________ EB1989 LAPLACE CORR- -3.24 (seconds) DEFLEC99 EB1989 GEOID HEIGHT- -36.02 (meters) GEOID03 EB1989 EB1989 HORZ ORDER - SECOND EB1989 EB1989.The North Carolina HARNS have been completed but, EB1989.due to contractual restrictions, coordinates for these stations EB1989.will NOT be published in the near future. In the interim, the EB1989.published coordinates in North Carolina will not be EB1989.consistent with the Continuously Operating Reference Stations EB1989.(CORS). The HARN coordinates for these stations are available EB1989.upon request. Contact Gary Thompson(919-733-3836). EB1989. EB1989.In addition, the published North Carolina positions EB1989.(NAD 83 (1986)) are NOT consistent with those determined in EB1989.adjacent state readjustments. The discontinuity between stations EB1989.located in North Carolina and those in adjacent states EB1989.which have been adjusted to the HARN may be as much as 5 EB1989.decimeters. This will result in a significant loss of accuracy EB1989.over lines crossing such state borders. EB1989 EB1989 EB1989.The horizontal coordinates were established by classical geodetic methods EB1989.and adjusted by the National Geodetic Survey in July 1986. EB1989 EB1989.The NAVD 88 height was computed by applying the VERTCON shift value to EB1989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB1989 EB1989.The Laplace correction was computed from DEFLEC99 derived deflections. EB1989 EB1989.The geoid height was determined by GEOID03. EB1989 EB1989; North East Units Scale Factor Converg. EB1989;SPC NC - 89,555.258 693,585.647 MT 0.99994624 +0 31 41.4 EB1989;SPC NC - 293,815.88 2,275,538.91 sFT 0.99994624 +0 31 41.4 EB1989;UTM 17 - 3,827,425.320 767,486.461 MT 1.00048199 +1 39 15.8 EB1989 EB1989! - Elev Factor x Scale Factor = Combined Factor EB1989!SPC NC - 1.00000334 x 0.99994624 = 0.99994958 EB1989!UTM 17 - 1.00000334 x 1.00048199 = 1.00048533 EB1989 EB1989: Primary Azimuth Mark Grid Az EB1989:SPC NC - LANIER 138 20 49.1 EB1989:UTM 17 - LANIER 137 13 14.7 EB1989 EB1989|---------------------------------------------------------------------| EB1989| PID Reference Object Distance Geod. Az | EB1989| dddmmss.s | EB1989| EB1991 LANIER APPROX. 0.5 KM 1385230.5 | EB1989|---------------------------------------------------------------------| EB1989 EB1989 SUPERSEDED SURVEY CONTROL EB1989 EB1989 NAD 27 - 34 33 13.10376(N) 078 05 06.60670(W) AD( ) 2 EB1989 NGVD 29 (07/19/86) 15.0 (m) 49. (f) VERT ANG EB1989 EB1989.Superseded values are not recommended for survey control. EB1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1989.See file dsdata.txt to determine how the superseded data were derived. EB1989 EB1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6748627425(NAD 83) EB1989_MARKER: DE = TRAVERSE STATION DISK EB1989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1989_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB1989_STAMPING: TANK 1973 EB1989_MARK LOGO: NCGS EB1989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1989+STABILITY: SURFACE MOTION EB1989 EB1989 HISTORY - Date Condition Report By EB1989 HISTORY - 1973 MONUMENTED NCGS EB1989 HISTORY - 1986 MARK NOT FOUND USPSQD EB1989 HISTORY - 20040619 MARK NOT FOUND USPSQD EB1989 EB1989 STATION DESCRIPTION EB1989 EB1989'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB1989'TANK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB1989'VICINITY OF ATKINSON, NORTH CAROLINA. EB1989' EB1989'TANK IS LOCATED APPROXIMATELY 05.2 MILES ENE OF ATKINSON, AND 09.2 EB1989'MILES WEST OF BURGAW. TO REACH THE STATION FROM THE INTERSECTION OF EB1989'US 421 WITH NC 53 AT WARDS CORNER. PROCEED NORTH ALONG US 421 FOR EB1989'1.55 MILES TO STATION ON THE LEFT IN CENTER OF ENTRANCE TO BARN, EB1989'0.7 MILES SOUTH OF INTERSECTION WITH SR 1121. EB1989' EB1989'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED TANK EB1989'1973, SET IN THE TOP OF A CONCRETE FLUSH WITH THE SURFACE OF THE EB1989'GROUND. EB1989' EB1989'MARK IS EB1989' EB1989'38.6 FEET SW OF C/L OF US 421. EB1989'11.7 FEET W OF SOUTH END OF CULVERT. EB1989'52.2 FEET N OF 26 INCH GUM. EB1989'71.6 FEET NE OF NORTH CORNER OF BARN FOUNDATION. EB1989'77.3 FEET E OF 6 INCH GUM. EB1989 EB1989 STATION RECOVERY (1986) EB1989 EB1989'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHW) EB1989'MARK NOT FOUND. EB1989 EB1989 STATION RECOVERY (2004) EB1989 EB1989'RECOVERY NOTE BY US POWER SQUADRON 2004 EB1989'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1970 *********************************************************************** EB1970 DESIGNATION - TIE EB1970 PID - EB1970 EB1970 STATE/COUNTY- NC/PENDER EB1970 USGS QUAD - WALLACE WEST (1984) EB1970 EB1970 *CURRENT SURVEY CONTROL EB1970 ___________________________________________________________________ EB1970* NAD 83(1986)- 34 38 18.66044(N) 078 06 38.14009(W) ADJUSTED EB1970* NAVD 88 - 20.6 (meters) 68. (feet) VERTCON EB1970 ___________________________________________________________________ EB1970 LAPLACE CORR- -4.13 (seconds) DEFLEC99 EB1970 GEOID HEIGHT- -35.91 (meters) GEOID03 EB1970 EB1970 HORZ ORDER - SECOND EB1970 EB1970.The North Carolina HARNS have been completed but, EB1970.due to contractual restrictions, coordinates for these stations EB1970.will NOT be published in the near future. In the interim, the EB1970.published coordinates in North Carolina will not be EB1970.consistent with the Continuously Operating Reference Stations EB1970.(CORS). The HARN coordinates for these stations are available EB1970.upon request. Contact Gary Thompson(919-733-3836). EB1970. EB1970.In addition, the published North Carolina positions EB1970.(NAD 83 (1986)) are NOT consistent with those determined in EB1970.adjacent state readjustments. The discontinuity between stations EB1970.located in North Carolina and those in adjacent states EB1970.which have been adjusted to the HARN may be as much as 5 EB1970.decimeters. This will result in a significant loss of accuracy EB1970.over lines crossing such state borders. EB1970 EB1970 EB1970.The horizontal coordinates were established by classical geodetic methods EB1970.and adjusted by the National Geodetic Survey in July 1986. EB1970 EB1970.The NAVD 88 height was computed by applying the VERTCON shift value to EB1970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB1970 EB1970.The Laplace correction was computed from DEFLEC99 derived deflections. EB1970 EB1970.The geoid height was determined by GEOID03. EB1970 EB1970; North East Units Scale Factor Converg. EB1970;SPC NC - 98,929.867 691,142.023 MT 0.99992946 +0 30 48.0 EB1970;SPC NC - 324,572.41 2,267,521.79 sFT 0.99992946 +0 30 48.0 EB1970;UTM 17 - 3,836,754.999 764,857.341 MT 1.00046472 +1 38 35.8 EB1970 EB1970! - Elev Factor x Scale Factor = Combined Factor EB1970!SPC NC - 1.00000240 x 0.99992946 = 0.99993186 EB1970!UTM 17 - 1.00000240 x 1.00046472 = 1.00046712 EB1970 EB1970: Primary Azimuth Mark Grid Az EB1970:SPC NC - WILL 157 52 58.8 EB1970:UTM 17 - WILL 156 45 11.0 EB1970 EB1970|---------------------------------------------------------------------| EB1970| PID Reference Object Distance Geod. Az | EB1970| dddmmss.s | EB1970| EB1968 WILL 437.689 METERS 1582346.8 | EB1970| EB1967 PENDERLEA MICROWAVE TOWER APPROX. 1.0 KM 1711040.8 | EB1970|---------------------------------------------------------------------| EB1970 EB1970 SUPERSEDED SURVEY CONTROL EB1970 EB1970 NAD 27 - 34 38 18.05057(N) 078 06 39.17173(W) AD( ) 2 EB1970 NGVD 29 (07/19/86) 20.9 (m) 69. (f) VERT ANG EB1970 EB1970.Superseded values are not recommended for survey control. EB1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1970.See file dsdata.txt to determine how the superseded data were derived. EB1970 EB1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6485736755(NAD 83) EB1970_MARKER: DE = TRAVERSE STATION DISK EB1970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1970_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB1970_STAMPING: TIE 1973 EB1970_MARK LOGO: NCGS EB1970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1970+STABILITY: SURFACE MOTION EB1970 EB1970 HISTORY - Date Condition Report By EB1970 HISTORY - 1973 MONUMENTED NCGS EB1970 EB1970 STATION DESCRIPTION EB1970 EB1970'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB1970'TIE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB1970'VICINITY OF PENDERLEA, NORTH CAROLINA. EB1970' EB1970'TIE IS LOCATED APPROXIMATELY 3.7 MILES WSW OF PENDERLEA, AND 8.0 EB1970'MILES SE OF HARRELS. TO REACH STATION FROM THE INTERSECTION OF US EB1970'421 AND SR 1321 (LEADING EAST TO PENDERLEA), PROCEED NORTH ALONG US EB1970'421 FOR 0.2 MILES TO STATION ON LEFT SHOULDER, BY AN ENTRANCE TO EB1970'OLD FARM HOUSE, AND 0.8 MILES SSE OF INTERSECTION WITH SR 1300 AND EB1970'MOORSE CREEK. EB1970' EB1970'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED TIE EB1970'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3 EB1970'INCHES BELOW THE GROUND. EB1970' EB1970'MARK IS EB1970' EB1970'25.6 FEET W OF C/L OF US 421. EB1970'14.0 FEET N OF C/L OF OLD DRIVEWAY (WEST). EB1970'43.1 FEET SE OF SE CORNER OF OLD FARM SHACK W/ALUMINUM REF. TAG. EB1970'102.5 FEET WNW OF NORTH END OF CULVERT UNDER DRIVEWAY TO SMALL (30 EB1970'FEET X 30 FEET) HOUSE. EB1970'81.1 FEET SW OF SOUTH END OF CULVERT UNDER DRIVEWAY TO GREEN EB1970'SHINGLE HOUSE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2557 *********************************************************************** EA2557 DESIGNATION - TOP EA2557 PID - EA2557 EA2557 STATE/COUNTY- NC/PENDER EA2557 USGS QUAD - HAMPSTEAD (1970) EA2557 EA2557 *CURRENT SURVEY CONTROL EA2557 ___________________________________________________________________ EA2557* NAD 83(1986)- 34 21 18.12976(N) 077 38 39.63298(W) ADJUSTED EA2557* NAVD 88 - 2. (meters) 7. (feet) SCALED EA2557 ___________________________________________________________________ EA2557 LAPLACE CORR- -3.38 (seconds) DEFLEC99 EA2557 GEOID HEIGHT- -37.33 (meters) GEOID03 EA2557 EA2557 HORZ ORDER - THIRD EA2557 EA2557.The North Carolina HARNS have been completed but, EA2557.due to contractual restrictions, coordinates for these stations EA2557.will NOT be published in the near future. In the interim, the EA2557.published coordinates in North Carolina will not be EA2557.consistent with the Continuously Operating Reference Stations EA2557.(CORS). The HARN coordinates for these stations are available EA2557.upon request. Contact Gary Thompson(919-733-3836). EA2557. EA2557.In addition, the published North Carolina positions EA2557.(NAD 83 (1986)) are NOT consistent with those determined in EA2557.adjacent state readjustments. The discontinuity between stations EA2557.located in North Carolina and those in adjacent states EA2557.which have been adjusted to the HARN may be as much as 5 EA2557.decimeters. This will result in a significant loss of accuracy EA2557.over lines crossing such state borders. EA2557 EA2557 EA2557.The horizontal coordinates were established by classical geodetic methods EA2557.and adjusted by the National Geodetic Survey in July 1986. EA2557 EA2557.The orthometric height was scaled from a topographic map. EA2557 EA2557.The Laplace correction was computed from DEFLEC99 derived deflections. EA2557 EA2557.The geoid height was determined by GEOID03. EA2557 EA2557; North East Units Scale Factor Converg. EA2557;SPC NC - 67,970.513 734,315.275 MT 0.99999406 +0 46 56.8 EA2557;SPC NC - 222,999.92 2,409,166.03 sFT 0.99999406 +0 46 56.8 EA2557;UTM 18 - 3,804,691.325 256,789.746 MT 1.00032918 -1 29 34.7 EA2557 EA2557! - Elev Factor x Scale Factor = Combined Factor EA2557!SPC NC - 1.00000559 x 0.99999406 = 0.99999965 EA2557!UTM 18 - 1.00000559 x 1.00032918 = 1.00033478 EA2557 EA2557: Primary Azimuth Mark Grid Az EA2557:SPC NC - OLD 224 52 01.0 EA2557:UTM 18 - OLD 227 08 32.5 EA2557 EA2557|---------------------------------------------------------------------| EA2557| PID Reference Object Distance Geod. Az | EA2557| dddmmss.s | EA2557| EA2550 OLD APPROX. 2.5 KM 2253857.8 | EA2557|---------------------------------------------------------------------| EA2557 EA2557 SUPERSEDED SURVEY CONTROL EA2557 EA2557 NAD 27 - 34 21 17.52100(N) 077 38 40.72300(W) AD( ) 3 EA2557 EA2557.Superseded values are not recommended for survey control. EA2557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2557.See file dsdata.txt to determine how the superseded data were derived. EA2557 EA2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5679004691(NAD 83) EA2557_MARKER: DS = TRIANGULATION STATION DISK EA2557_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE EA2557_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EA2557_MARK LOGO: CGS EA2557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA2557 EA2557 HISTORY - Date Condition Report By EA2557 HISTORY - 1914 MONUMENTED CGS EA2557 HISTORY - 1926 MARK NOT FOUND CGS EA2557 HISTORY - 1933 MARK NOT FOUND CGS EA2557 HISTORY - 1964 MARK NOT FOUND CGS EA2557 EA2557 STATION DESCRIPTION EA2557 EA2557'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS) EA2557'STATION IS ON THE FIRST HIGH HILL ON THE W SIDE OF NEW TOPSAIL EA2557'INLET, ABOUT 5 YARDS FROM AN OLD PUMP ON THE BEACH. EA2557' EA2557'THE STATION IS A STANDARD BRONZE DISK SET IN CONCRETE AT THE EA2557'CENTER OF THE TOP OF A TILE. EA2557' EA2557'THERE ARE NO REFERENCE MARKS. EA2557 EA2557 STATION RECOVERY (1926) EA2557 EA2557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (KTA) EA2557'STATION IS LOST. THE LOCATION OF THE STATION IS NOW UNDERWATER EA2557'DUE TO EROSION OF THE SHORE LINE. EA2557 EA2557 STATION RECOVERY (1933) EA2557 EA2557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JAB) EA2557'STATION COULD NOT BE FOUND AFTER THOROUGH SEARCH. THE EA2557'TOPOGRAPHY IN THE VICINITY HAS CHANGED CONSIDERABLY AND THE EA2557'STATION IS MOST LIKELY LOST. EA2557 EA2557 STATION RECOVERY (1964) EA2557 EA2557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA2557'LOST. THE AREA WAS SEARCHED BUT NOTHING FOUND. THIS STATION EA2557'WAS REPORTED LOST IN BOTH 1926 AND 1933. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2558 *********************************************************************** EA2558 DESIGNATION - TOPSAIL EA2558 PID - EA2558 EA2558 STATE/COUNTY- NC/PENDER EA2558 USGS QUAD - HAMPSTEAD (1970) EA2558 EA2558 *CURRENT SURVEY CONTROL EA2558 ___________________________________________________________________ EA2558* NAD 83(1986)- 34 21 13.73150(N) 077 38 41.25100(W) ADJUSTED EA2558* NAVD 88 - 1.1 (meters) 4. (feet) VERTCON EA2558 ___________________________________________________________________ EA2558 LAPLACE CORR- -3.37 (seconds) DEFLEC99 EA2558 GEOID HEIGHT- -37.33 (meters) GEOID03 EA2558 EA2558 HORZ ORDER - SECOND EA2558 EA2558.The North Carolina HARNS have been completed but, EA2558.due to contractual restrictions, coordinates for these stations EA2558.will NOT be published in the near future. In the interim, the EA2558.published coordinates in North Carolina will not be EA2558.consistent with the Continuously Operating Reference Stations EA2558.(CORS). The HARN coordinates for these stations are available EA2558.upon request. Contact Gary Thompson(919-733-3836). EA2558. EA2558.In addition, the published North Carolina positions EA2558.(NAD 83 (1986)) are NOT consistent with those determined in EA2558.adjacent state readjustments. The discontinuity between stations EA2558.located in North Carolina and those in adjacent states EA2558.which have been adjusted to the HARN may be as much as 5 EA2558.decimeters. This will result in a significant loss of accuracy EA2558.over lines crossing such state borders. EA2558 EA2558 EA2558.The horizontal coordinates were established by classical geodetic methods EA2558.and adjusted by the National Geodetic Survey in July 1986. EA2558 EA2558.The NAVD 88 height was computed by applying the VERTCON shift value to EA2558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2558 EA2558.The Laplace correction was computed from DEFLEC99 derived deflections. EA2558 EA2558.The geoid height was determined by GEOID03. EA2558 EA2558; North East Units Scale Factor Converg. EA2558;SPC NC - 67,834.436 734,275.780 MT 0.99999439 +0 46 55.9 EA2558;SPC NC - 222,553.48 2,409,036.45 sFT 0.99999439 +0 46 55.9 EA2558;UTM 18 - 3,804,556.878 256,744.865 MT 1.00032945 -1 29 35.5 EA2558 EA2558! - Elev Factor x Scale Factor = Combined Factor EA2558!SPC NC - 1.00000569 x 0.99999439 = 1.00000008 EA2558!UTM 18 - 1.00000569 x 1.00032945 = 1.00033514 EA2558 EA2558: Primary Azimuth Mark Grid Az EA2558:SPC NC - TOPSAIL AZ MK 050 23 16.7 EA2558:UTM 18 - TOPSAIL AZ MK 052 39 48.1 EA2558 EA2558|---------------------------------------------------------------------| EA2558| PID Reference Object Distance Geod. Az | EA2558| dddmmss.s | EA2558| EA3825 TOPSAIL RM 2 33.848 METERS 02610 | EA2558| EA2559 TOPSAIL 2 128.543 METERS 04830 | EA2558| EA3823 TOPSAIL AZ MK 436.118 METERS 0511012.6 | EA2558| EA3824 TOPSAIL RM 1 28.055 METERS 14456 | EA2558|---------------------------------------------------------------------| EA2558 EA2558 SUPERSEDED SURVEY CONTROL EA2558 EA2558 NAD 27 - 34 21 13.12260(N) 077 38 42.34339(W) AD( ) 2 EA2558 NGVD 29 (07/19/86) 1.4 (m) 5. (f) VERT ANG EA2558 EA2558.Superseded values are not recommended for survey control. EA2558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2558.See file dsdata.txt to determine how the superseded data were derived. EA2558 EA2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5674504557(NAD 83) EA2558_MARKER: DS = TRIANGULATION STATION DISK EA2558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2558 EA2558 HISTORY - Date Condition Report By EA2558 HISTORY - 1962 MONUMENTED CGS EA2558 HISTORY - 1964 SEE DESCRIPTION CGS EA2558 HISTORY - 1983 MARK NOT FOUND USPSQD EA2558 HISTORY - 20050313 MARK NOT FOUND USPSQD EA2558 EA2558 STATION DESCRIPTION EA2558 EA2558'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM) EA2558'STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF HOLLY RIDGE, EA2558'ABOUT 7.9 MILES SOUTHWEST OF SURF CITY, ABOUT 4 MILES SOUTHEAST EA2558'OF HAMPSTEAD, 0.5 MILE NORTHEAST OF THE SOUTHWEST END OF TOPSAIL EA2558'ISLAND AND AT THE SOUTHWEST EDGE OF A BEACH SETTLEMENT KNOWN AS EA2558'NEW TOPSAIL BEACH. STATION IS 33 FEET SOUTHWEST OF THE EA2558'INTERSECTION OF STATE HIGHWAY 50 AND COUNTY ROUTES 1554 AND EA2558'1555, 16.7 FEET NORTHEAST OF A FENCE LINE, 3.2 FEET NORTH OF EA2558'A WITNESS SIGN NAILED TO A 2-1/2 INCH CREOSOTE POST AND IS IN EA2558'DIRECT LINE WITH THE CENTER LINE OF STATE HIGHWAY 50. THE EA2558'MARK IS A STANDARD DISK, SET IN THE TOP OF A 10X10 INCH EA2558'CONCRETE MONUMENT PROJECTING 2 INCHES AND IS STAMPED TOPSAIL EA2558'1962. EA2558' EA2558'TO REACH THE STATION FROM THE MAIN CROSSROAD IN SURF CITY WHERE EA2558'STATE HIGHWAY 50 MAKES A RIGHT ANGLE TURN, GO SOUTHWEST ON EA2558'STATE HIGHWAY 50 FOR 7.9 MILES TO A T-INTERSECTION AT THE END EA2558'OF STATE HIGHWAY 50 AND STATION AS DESCRIBED. EA2558' EA2558'REFERENCE MARK NO. 1 IS 89.8 FEET SOUTHEAST OF THE WITNESS EA2558'POST AND SIGN, 48 FEET SOUTHWEST OF THE CENTER LINE OF COUNTY EA2558'ROUTE 1554 AND 1.4 FEET NORTHEAST OF A FENCE LINE. THE MARK IS EA2558'A STANDARD DISK, SET IN THE TOP OF A 10X10 INCH CONCRETE MONUMENT EA2558'PROJECTING 2 INCHES AND IS STAMPED TOPSAIL NO 1 1962. EA2558' EA2558'REFERENCE MARK NO. 2 IS 114 FEET NORTH OF THE WITNESS POST, EA2558'74 FEET NORTHEAST OF THE CENTER LINE OF COUNTY ROUTE 1555, EA2558'47 FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 50 AND 3 EA2558'FEET SOUTH OF THE SOUTH EDGE OF A 4 FOOT SAND BANK. THE MARK EA2558'IS A STANDARD DISK, SET IN THE TOP OF A 10X10 INCH CONCRETE EA2558'MONUMENT PROJECTING 4 INCHES AND IS STAMPED TOPSAIL NO 2 1962. EA2558' EA2558'AZIMUTH MARK IS 26 FEET NORTHEAST OF THE CENTER LINE OF EA2558'COUNTY ROUTE 1557, 25-1/2 FEET SOUTHEAST OF THE CENTER LINE EA2558'OF STATE HIGHWAY 50, 4 FEET EAST OF A 4X4 INCH ROAD SIGN POST EA2558'AND 2.2 FEET WEST OF A METAL WITNESS POST AND SIGN. THE MARK EA2558'IS A STANDARD DISK, SET IN THE TOP OF A 10X10 INCH CONCRETE EA2558'MONUMENT FLUSH WITH THE GROUND AND IS STAMPED TOPSAIL 1962. EA2558' EA2558'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON EA2558'STATE HIGHWAY 50 FOR 0.25 MILE TO THE CROSSING OF COUNTY ROUTE EA2558'1557 AND MARK ON RIGHT. EA2558' EA2558'HEIGHT OF LIGHT ABOVE STATION MARK 26.01 METERS. EA2558 EA2558 STATION RECOVERY (1964) EA2558 EA2558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA2558'THE STATION MARK, R.M. 1, R.M. 2 AND AZIMUTH MARK WERE RECOVERED EA2558'IN GOOD CONDITION. A NEW SUB-DIVISION IS IN PROCESS OF EA2558'CONSTRUCTION AND ALL MARKS WITH THE EXCEPTION OF THE AZIMUTH EA2558'MARK WILL PROBABLY BE COVERED OVER OR DESTROYED SOON. EA2558' EA2558'THE CONSTRUCTION MANAGER REQUESTED A NEW STATION BE ESTABLISHED EA2558'IN CASE HE HAS TO DESTROY THE OLD MARKS. THEREFORE, A NEW STATION EA2558'WAS ESTABLISHED ABOUT 422 FEET TO THE NORTHEAST. EA2558' EA2558'SEE DESCRIPTION FOR STATION TOPSAIL 2 1964. EA2558 EA2558 STATION RECOVERY (1983) EA2558 EA2558'RECOVERY NOTE BY US POWER SQUADRON 1983 (HHW) EA2558'STATION APPARENTLY UNDER PAVEMENT OF EXTENSION OF HIWAY 50. EA2558' EA2558'RM 1 POSITION IS NOW THE GRADED SEPTIC TANK FIELD OF SEA VISTA EA2558'MOTEL. NO TRACE OF STATION. EA2558' EA2558'RM 2 POSITION IS YOU GRADED AND GRASSED AREA. EXTENSIVE PROBING DID EA2558'NOT REVEAL THE MARK. EA2558' EA2558'AZIMUTH LOCATED ON NE CORNER OF S. ANDERSON BLVD (50) AND AZIMUTH EA2558'50 (1557) EXCELLENT CONDITION. ADD--16.5 FEET N OF CITY WATER EA2558'CUT OFF VALVE ON 1557. EA2558 EA2558 STATION RECOVERY (2005) EA2558 EA2558'RECOVERY NOTE BY US POWER SQUADRON 2005 EA2558'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA3827 *********************************************************************** EA3827 DESIGNATION - TOPSAIL 2 RM 2 EA3827 PID - EA3827 EA3827 STATE/COUNTY- NC/PENDER EA3827 USGS QUAD - HAMPSTEAD (1970) EA3827 EA3827 *CURRENT SURVEY CONTROL EA3827 ___________________________________________________________________ EA3827* NAD 83(1986)- 34 21 17.03489(N) 077 38 36.84886(W) ADJUSTED EA3827* NAVD 88 - 0.86 (meters) 2.8 (feet) LEVELING EA3827 ___________________________________________________________________ EA3827 LAPLACE CORR- -3.37 (seconds) DEFLEC99 EA3827 GEOID HEIGHT- -37.33 (meters) GEOID03 EA3827 EA3827 HORZ ORDER - SECOND EA3827 VERT ORDER - THIRD ? EA3827 EA3827.The North Carolina HARNS have been completed but, EA3827.due to contractual restrictions, coordinates for these stations EA3827.will NOT be published in the near future. In the interim, the EA3827.published coordinates in North Carolina will not be EA3827.consistent with the Continuously Operating Reference Stations EA3827.(CORS). The HARN coordinates for these stations are available EA3827.upon request. Contact Gary Thompson(919-733-3836). EA3827. EA3827.In addition, the published North Carolina positions EA3827.(NAD 83 (1986)) are NOT consistent with those determined in EA3827.adjacent state readjustments. The discontinuity between stations EA3827.located in North Carolina and those in adjacent states EA3827.which have been adjusted to the HARN may be as much as 5 EA3827.decimeters. This will result in a significant loss of accuracy EA3827.over lines crossing such state borders. EA3827 EA3827 EA3827.The horizontal coordinates were established by classical geodetic methods EA3827.and adjusted by the National Geodetic Survey in July 1999. EA3827 EA3827.The orthometric height was determined by differential leveling. EA3827.The vertical network tie was performed by a horz. field party for horz. EA3827.obs reductions. Reset procedures were used to establish the elevation. EA3827 EA3827.The Laplace correction was computed from DEFLEC99 derived deflections. EA3827 EA3827.The geoid height was determined by GEOID03. EA3827 EA3827; North East Units Scale Factor Converg. EA3827;SPC NC - 67,937.751 734,386.877 MT 0.99999414 +0 46 58.4 EA3827;SPC NC - 222,892.44 2,409,400.95 sFT 0.99999414 +0 46 58.4 EA3827;UTM 18 - 3,804,655.734 256,860.015 MT 1.00032876 -1 29 33.1 EA3827 EA3827! - Elev Factor x Scale Factor = Combined Factor EA3827!SPC NC - 1.00000572 x 0.99999414 = 0.99999986 EA3827!UTM 18 - 1.00000572 x 1.00032876 = 1.00033449 EA3827 EA3827 SUPERSEDED SURVEY CONTROL EA3827 EA3827.No superseded survey control is available for this station. EA3827 EA3827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5686004656(NAD 83) EA3827_MARKER: DR = REFERENCE MARK DISK EA3827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA3827_STAMPING: TOPSAIL 2 NO 2 1964 EA3827_MARK LOGO: CGS EA3827_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EA3827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA3827+STABILITY: SURFACE MOTION EA3827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA3827+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1988 EA3827 EA3827 HISTORY - Date Condition Report By EA3827 HISTORY - 1964 MONUMENTED CGS EA3827 HISTORY - 19880522 GOOD NCGS EA3827 HISTORY - 19910803 GOOD USPSQD EA3827 EA3827 STATION DESCRIPTION EA3827 EA3827'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB) EA3827'STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTHEAST OF HAMPSTEAD AND EA3827'0.6 MI (1.0 KM) NORTHEAST OF THE SOUTHWEST END OF TOPSAIL ISLAND. EA3827'PROCEED SOUTHWEST ALONG NC 50 FROM THE MAIN CROSSROADS IN SURF CITY EA3827'(WHERE NC 50 MAKES A RIGHT ANGLE TURN) FOR 7.8 MI (12.6 KM) TO HOUSE EA3827'AND STATION--TOPSAIL 2--. MARK IS RECESSED 6 INCHES BELOW GROUND. EA3827'LOCATED 33.0 FT (10.1 M) NORTHWEST OF THE CENTERLINE OF NC 50, 28.9 FT EA3827'(8.8 M) EAST OF THE NORTHEAST CORNER OF THE HOUSE, 2.0 FT (0.6 M) EA3827'SOUTHEAST OF A POWER POLE (S 255) WITH A WITNESS SIGN ATTACHED. EA3827 EA3827 STATION RECOVERY (1991) EA3827 EA3827'RECOVERY NOTE BY US POWER SQUADRON 1991 (RTG) EA3827'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA3823 *********************************************************************** EA3823 DESIGNATION - TOPSAIL AZ MK EA3823 PID - EA3823 EA3823 STATE/COUNTY- NC/PENDER EA3823 USGS QUAD - HAMPSTEAD (1970) EA3823 EA3823 *CURRENT SURVEY CONTROL EA3823 ___________________________________________________________________ EA3823* NAD 83(1986)- 34 21 22.60564(N) 077 38 27.95640(W) ADJUSTED EA3823* NAVD 88 - 1.00 (meters) 3.3 (feet) LEVELING EA3823 ___________________________________________________________________ EA3823 LAPLACE CORR- -3.38 (seconds) DEFLEC99 EA3823 GEOID HEIGHT- -37.33 (meters) GEOID03 EA3823 EA3823 HORZ ORDER - SECOND EA3823 VERT ORDER - THIRD ? EA3823 EA3823.The North Carolina HARNS have been completed but, EA3823.due to contractual restrictions, coordinates for these stations EA3823.will NOT be published in the near future. In the interim, the EA3823.published coordinates in North Carolina will not be EA3823.consistent with the Continuously Operating Reference Stations EA3823.(CORS). The HARN coordinates for these stations are available EA3823.upon request. Contact Gary Thompson(919-733-3836). EA3823. EA3823.In addition, the published North Carolina positions EA3823.(NAD 83 (1986)) are NOT consistent with those determined in EA3823.adjacent state readjustments. The discontinuity between stations EA3823.located in North Carolina and those in adjacent states EA3823.which have been adjusted to the HARN may be as much as 5 EA3823.decimeters. This will result in a significant loss of accuracy EA3823.over lines crossing such state borders. EA3823 EA3823 EA3823.The horizontal coordinates were established by classical geodetic methods EA3823.and adjusted by the National Geodetic Survey in July 1999. EA3823 EA3823.The orthometric height was determined by differential leveling. EA3823.The vertical network tie was performed by a horz. field party for horz. EA3823.obs reductions. Reset procedures were used to establish the elevation. EA3823 EA3823.The Laplace correction was computed from DEFLEC99 derived deflections. EA3823 EA3823.The geoid height was determined by GEOID03. EA3823 EA3823; North East Units Scale Factor Converg. EA3823;SPC NC - 68,112.497 734,611.754 MT 0.99999372 +0 47 03.5 EA3823;SPC NC - 223,465.75 2,410,138.73 sFT 0.99999372 +0 47 03.5 EA3823;UTM 18 - 3,804,821.469 257,091.730 MT 1.00032737 -1 29 28.3 EA3823 EA3823! - Elev Factor x Scale Factor = Combined Factor EA3823!SPC NC - 1.00000570 x 0.99999372 = 0.99999942 EA3823!UTM 18 - 1.00000570 x 1.00032737 = 1.00033308 EA3823 EA3823: Primary Azimuth Mark Grid Az EA3823:SPC NC - TOPSAIL 230 23 16.6 EA3823:UTM 18 - TOPSAIL 232 39 48.4 EA3823 EA3823|---------------------------------------------------------------------| EA3823| PID Reference Object Distance Geod. Az | EA3823| dddmmss.s | EA3823| EA2558 TOPSAIL 436.118 METERS 2311020.1 | EA3823| EA2559 TOPSAIL 2 307.774 METERS 23217 | EA3823|---------------------------------------------------------------------| EA3823 EA3823 SUPERSEDED SURVEY CONTROL EA3823 EA3823.No superseded survey control is available for this station. EA3823 EA3823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5709204821(NAD 83) EA3823_MARKER: DZ = AZIMUTH MARK DISK EA3823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA3823_STAMPING: TOPSAIL 1962 EA3823_MARK LOGO: CGS EA3823_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EA3823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA3823+STABILITY: SURFACE MOTION EA3823 EA3823 HISTORY - Date Condition Report By EA3823 HISTORY - 1962 MONUMENTED CGS EA3823 HISTORY - 19880407 GOOD NCGS EA3823 HISTORY - 19910803 GOOD USPSQD EA3823 HISTORY - 20050315 POOR USPSQD EA3823 EA3823 STATION DESCRIPTION EA3823 EA3823'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB) EA3823'STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTHEAST OF HAMPSTEAD AND EA3823'0.6 MI (1.0 KM) NORTHEAST OF THE SOUTHWEST END OF TOPSAIL ISLAND. EA3823'PROCEED SOUTHWEST ALONG NC 50 FROM THE MAIN CROSSROADS IN SURF CITY EA3823'(WHERE NC 50 MAKES A RIGHT ANGLE TURN) FOR 7.4 MI (11.9 KM) TO SR 1557 EA3823'AND THE AZIMUTH IN THE NORTHEAST QUADRANT. MARK IS RECESSED 6 INCHES EA3823'BELOW GROUND. LOCATED 26.0 FT (7.9 M) NORTHEAST OF THE CENTERLINE OF EA3823'SR 1557, 26.0 FT (7.9 M) SOUTHEAST OF NC 50, AND 3.6 FT (1.1 M) EAST EA3823'OF A 4X4-INCH ROAD SIGN POST WITH A WITNESS SIGN ATTACHED. REPORT OF EA3823'1997 SHOWS MARK MAY HAVE BEEN DESTROYED BY DEVELOPMENT. EA3823 EA3823 STATION RECOVERY (1991) EA3823 EA3823'RECOVERY NOTE BY US POWER SQUADRON 1991 (RTG) EA3823'RECOVERED IN GOOD CONDITION. EA3823 EA3823 STATION RECOVERY (2005) EA3823 EA3823'RECOVERY NOTE BY US POWER SQUADRON 2005 (PKH) EA3823'DISK MISSING FROM MONUMENT. MONUMENT APPEARS UNDISTURBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1966 *********************************************************************** EB1966 DESIGNATION - TOWER EB1966 PID - EB1966 EB1966 STATE/COUNTY- NC/PENDER EB1966 USGS QUAD - WALLACE WEST (1984) EB1966 EB1966 *CURRENT SURVEY CONTROL EB1966 ___________________________________________________________________ EB1966* NAD 83(1986)- 34 37 39.53942(N) 078 06 37.39846(W) ADJUSTED EB1966* NAVD 88 - 19.8 (meters) 65. (feet) VERTCON EB1966 ___________________________________________________________________ EB1966 LAPLACE CORR- -4.08 (seconds) DEFLEC99 EB1966 GEOID HEIGHT- -35.92 (meters) GEOID03 EB1966 EB1966 HORZ ORDER - SECOND EB1966 EB1966.The North Carolina HARNS have been completed but, EB1966.due to contractual restrictions, coordinates for these stations EB1966.will NOT be published in the near future. In the interim, the EB1966.published coordinates in North Carolina will not be EB1966.consistent with the Continuously Operating Reference Stations EB1966.(CORS). The HARN coordinates for these stations are available EB1966.upon request. Contact Gary Thompson(919-733-3836). EB1966. EB1966.In addition, the published North Carolina positions EB1966.(NAD 83 (1986)) are NOT consistent with those determined in EB1966.adjacent state readjustments. The discontinuity between stations EB1966.located in North Carolina and those in adjacent states EB1966.which have been adjusted to the HARN may be as much as 5 EB1966.decimeters. This will result in a significant loss of accuracy EB1966.over lines crossing such state borders. EB1966 EB1966 EB1966.The horizontal coordinates were established by classical geodetic methods EB1966.and adjusted by the National Geodetic Survey in July 1986. EB1966 EB1966.The NAVD 88 height was computed by applying the VERTCON shift value to EB1966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB1966 EB1966.The Laplace correction was computed from DEFLEC99 derived deflections. EB1966 EB1966.The geoid height was determined by GEOID03. EB1966 EB1966; North East Units Scale Factor Converg. EB1966;SPC NC - 97,724.656 691,171.712 MT 0.99993149 +0 30 48.4 EB1966;SPC NC - 320,618.31 2,267,619.19 sFT 0.99993149 +0 30 48.4 EB1966;UTM 17 - 3,835,549.964 764,910.814 MT 1.00046507 +1 38 34.6 EB1966 EB1966! - Elev Factor x Scale Factor = Combined Factor EB1966!SPC NC - 1.00000252 x 0.99993149 = 0.99993401 EB1966!UTM 17 - 1.00000252 x 1.00046507 = 1.00046759 EB1966 EB1966: Primary Azimuth Mark Grid Az EB1966:SPC NC - WILL 009 35 15.1 EB1966:UTM 17 - WILL 008 27 28.9 EB1966 EB1966|---------------------------------------------------------------------| EB1966| PID Reference Object Distance Geod. Az | EB1966| dddmmss.s | EB1966| EB1968 WILL APPROX. 0.8 KM 0100603.5 | EB1966|---------------------------------------------------------------------| EB1966 EB1966 SUPERSEDED SURVEY CONTROL EB1966 EB1966 NAD 27 - 34 37 38.92992(N) 078 06 38.42950(W) AD( ) 2 EB1966 NGVD 29 (07/19/86) 20.1 (m) 66. (f) VERT ANG EB1966 EB1966.Superseded values are not recommended for survey control. EB1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1966.See file dsdata.txt to determine how the superseded data were derived. EB1966 EB1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6491135550(NAD 83) EB1966_MARKER: DE = TRAVERSE STATION DISK EB1966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1966_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB1966_STAMPING: TOWER 1973 EB1966_MARK LOGO: NCGS EB1966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1966+STABILITY: SURFACE MOTION EB1966 EB1966 HISTORY - Date Condition Report By EB1966 HISTORY - 1973 MONUMENTED NCGS EB1966 EB1966 STATION DESCRIPTION EB1966 EB1966'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB1966'TOWER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB1966'VICINITY OF PENDERLEA, NORTH CAROLINA. EB1966' EB1966'TOWER IS LOCATED APPROXIMATELY 4.1 MILES SW OF PENDERLEA, AND 7.6 EB1966'MILES NNE OF ATKINSON. TO REACH STATION FROM INTERSECTION OF US 421 EB1966'WITH SR 132 (LEADING EAST TO PENDERLEA), PROCEED SOUTH ON US 421 EB1966'FOR 0.6 MILES TO STATION ON LEFT BY A R/W MARKER, AND 0.15 MILES EB1966'SOUTH OF MICRO WAVE TOWER. EB1966' EB1966'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED TOWER EB1966'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB1966'FLUSH WITH THE GROUND. EB1966' EB1966'MARK IS EB1966' EB1966'47.4 FEET E OF C/L OF US 421. EB1966'29.7 FEET SSW OF C/L OF DRIVE. EB1966'22.8 FEET SSE OF SOUTH END OF 18 INCH CULVERT UNDER DRIVE. EB1966'79.5 FEET SSW OF 14 INCH OAK W/ALUMINUM REF. TAG. EB1966'84.8 FEET SW OF SW CORNER OF PORCH TO WHITE HOUSE. EB1966'3.7 FEET SW OF THE TOP OF R/W MARKER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0710 *********************************************************************** EA0710 DESIGNATION - TOWER FIVE EA0710 PID - EA0710 EA0710 STATE/COUNTY- NC/PENDER EA0710 USGS QUAD - HOLLY RIDGE (1997) EA0710 EA0710 *CURRENT SURVEY CONTROL EA0710 ___________________________________________________________________ EA0710* NAD 83(1986)- 34 25 43.28848(N) 077 32 21.76360(W) ADJUSTED EA0710* NAVD 88 - 15.124 (meters) 49.62 (feet) ADJUSTED EA0710 ___________________________________________________________________ EA0710 LAPLACE CORR- -1.77 (seconds) DEFLEC99 EA0710 GEOID HEIGHT- -37.40 (meters) GEOID03 EA0710 DYNAMIC HT - 15.109 (meters) 49.57 (feet) COMP EA0710 MODELED GRAV- 979,653.3 (mgal) NAVD 88 EA0710 EA0710 HORZ ORDER - SECOND EA0710 VERT ORDER - SECOND CLASS 0 EA0710 EA0710.The North Carolina HARNS have been completed but, EA0710.due to contractual restrictions, coordinates for these stations EA0710.will NOT be published in the near future. In the interim, the EA0710.published coordinates in North Carolina will not be EA0710.consistent with the Continuously Operating Reference Stations EA0710.(CORS). The HARN coordinates for these stations are available EA0710.upon request. Contact Gary Thompson(919-733-3836). EA0710. EA0710.In addition, the published North Carolina positions EA0710.(NAD 83 (1986)) are NOT consistent with those determined in EA0710.adjacent state readjustments. The discontinuity between stations EA0710.located in North Carolina and those in adjacent states EA0710.which have been adjusted to the HARN may be as much as 5 EA0710.decimeters. This will result in a significant loss of accuracy EA0710.over lines crossing such state borders. EA0710 EA0710 EA0710.The horizontal coordinates were established by classical geodetic methods EA0710.and adjusted by the National Geodetic Survey in July 1986. EA0710 EA0710.The orthometric height was determined by differential leveling EA0710.and adjusted by the National Geodetic Survey in June 1991. EA0710 EA0710.The Laplace correction was computed from DEFLEC99 derived deflections. EA0710 EA0710.The geoid height was determined by GEOID03. EA0710 EA0710.The dynamic height is computed by dividing the NAVD 88 EA0710.geopotential number by the normal gravity value computed on the EA0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0710.degrees latitude (g = 980.6199 gals.). EA0710 EA0710.The modeled gravity was interpolated from observed gravity values. EA0710 EA0710; North East Units Scale Factor Converg. EA0710;SPC NC - 76,277.006 743,850.555 MT 0.99997495 +0 50 34.9 EA0710;SPC NC - 250,252.14 2,440,449.70 sFT 0.99997495 +0 50 34.9 EA0710;UTM 18 - 3,812,614.842 266,650.691 MT 1.00027123 -1 26 10.9 EA0710 EA0710! - Elev Factor x Scale Factor = Combined Factor EA0710!SPC NC - 1.00000350 x 0.99997495 = 0.99997845 EA0710!UTM 18 - 1.00000350 x 1.00027123 = 1.00027473 EA0710 EA0710: Primary Azimuth Mark Grid Az EA0710:SPC NC - TOWER FOUR 232 30 23.1 EA0710:UTM 18 - TOWER FOUR 234 47 08.9 EA0710 EA0710|---------------------------------------------------------------------| EA0710| PID Reference Object Distance Geod. Az | EA0710| dddmmss.s | EA0710| EA0709 TOWER FIVE RM 1 6.529 METERS 18837 | EA0710| EA0692 TOWER FOUR APPROX. 3.1 KM 2332058.0 | EA0710|---------------------------------------------------------------------| EA0710 EA0710 SUPERSEDED SURVEY CONTROL EA0710 EA0710 NAD 27 - 34 25 42.68500(N) 077 32 22.87300(W) AD( ) 2 EA0710 NGVD 29 (??/??/92) 15.428 (m) 50.62 (f) ADJ UNCH 2 0 EA0710 EA0710.Superseded values are not recommended for survey control. EA0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0710.See file dsdata.txt to determine how the superseded data were derived. EA0710 EA0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6665112615(NAD 83) EA0710_MARKER: DE = TRAVERSE STATION DISK EA0710_SETTING: 30 = SET IN A LIGHT STRUCTURE EA0710_SP_SET: TOWER EA0710_STAMPING: TOWER FIVE 1947 EA0710_MARK LOGO: CGS EA0710_MAGNETIC: N = NO MAGNETIC MATERIAL EA0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0710+STABILITY: SURFACE MOTION EA0710 EA0710 HISTORY - Date Condition Report By EA0710 HISTORY - 1947 MONUMENTED CGS EA0710 HISTORY - 1947 GOOD CGS EA0710 HISTORY - 1962 GOOD CGS EA0710 HISTORY - 1964 GOOD CGS EA0710 HISTORY - 1967 GOOD USE EA0710 HISTORY - 1976 GOOD ALSTER EA0710 HISTORY - 1983 GOOD USPSQD EA0710 HISTORY - 19840101 GOOD NCGS EA0710 EA0710 STATION DESCRIPTION EA0710 EA0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CRR) EA0710'THE STATION IS LOCATED ABOUT 30 MILES NORTHEAST OF WILMINGTON EA0710'AND 5 MILES SOUTH OF HOLLY RIDGE NEAR THE MIDDLE OF TOPSAIL EA0710'ISLAND. THE DISK IS IN A DRILL HOLE IN THE NORTH CORNER OF THE EA0710'ROOF OF A CONCRETE OBSERVING TOWER WHICH IS ABOUT 30 FEET EA0710'TALL. THE DISK IS 4.2 FEET SOUTH OF THE NORTH CORNER, 2.9 FEET EA0710'SOUTHEAST OF THE NORTHWEST WALL AND 2.9 FEET SOUTHWEST OF THE EA0710'NORTHEAST WALL OF THE TOWER. THE DISK IS STAMPED TOWER FIVE EA0710'1947. EA0710' EA0710'REFERENCE MARK NO. 1 IS 21.42 FEET SOUTH OF THE STATION AND 1 EA0710'FOOT SOUTH OF THE SOUTH CORNER OF THE TOWER. THE DISK IS IN A EA0710'DRILL HOLE IN THE CONCRETE APRON AROUND THE FOOT OF THE TOWER EA0710'AND IS STAMPED TOWER FIVE RM NO 1 1947. EA0710' EA0710'TO REACH THE STATION FROM THE POST OFFICE AT HOLLY RIDGE, GO EA0710'SOUTHWEST ON U.S. HIGHWAY 17 FOR 0.1 MILE, TURN LEFT AND GO 4.85 EA0710'MILES TO SEARS LANDING. CONTINUE STRAIGHT AHEAD ACROSS BRIDGE EA0710'FOR 0.5 MILE TO T-ROAD. TURN LEFT AND GO 0.4 MILE TO SIDEROAD, EA0710'TURN RIGHT AND GO 0.1 MILE TO WHITE CONCRETE TOWER AND THE EA0710'STATION AS DESCRIBED. EA0710' EA0710'LINE MARK FOUR IS 13.42 FEET FROM THE STATION IN THE DIRECTION EA0710'OF TOWER FOUR. THE DISK IS A STANDARD REFERENCE MARK DISK EA0710'STAMPED FOUR. EA0710' EA0710'LINE MARK SIX IS 13.17 FEET FROM THE STATION IN THE OPPOSITE EA0710'DIRECTION FROM TOWER SIX. THE DISK IS A STANDARD REFERENCE MARK EA0710'DISK STAMPED SIX. EA0710' EA0710'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HIGH EA0710'1914 1947 AND THE DISTANCE WAS FOUND TO BE 1908.119 METERS. EA0710' EA0710'A TRAVERSE CONNECTION WAS MADE TO CENTRAL, THE DISTANCE FOUND EA0710'TO BE 599.770 METERS. EA0710' EA0710'AN ELEVATION HAS BEEN DETERMINED. EA0710' EA0710'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION TOWER EA0710'FOUR AND THE DISTANCE WAS FOUND TO BE 3070.9335 METERS. EA0710' EA0710'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EA0710 EA0710 STATION RECOVERY (1947) EA0710 EA0710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 EA0710'5.6 MI NE FROM HOLLYRIDGE. EA0710'5.25 MILES SOUTH ALONG THE SEARS LANDING ROAD FROM THE RAILROAD EA0710'STATION AT HOLLYRIDGE, THENCE 0.4 MILE NORTHEAST ALONG THE SAND EA0710'SPIT ROAD, ON THE SAND SPIT BETWEEN NEW TOPSAIL INLET AND NEW RIVER EA0710'INLET, 0.05 MILE SOUTHEAST OF THE SAND SPIT ROAD, AT U.S. NAVY EA0710'TEST RANGE TOWER NO. 5, SET IN THE TOP OF THE CONCRETE DECK ON EA0710'THE TOP OF THE CONCRETE TOWER, 2.9 FEET SOUTHEAST OF THE NORTHWEST EA0710'EDGE OF THE DECK, 2.9 FEET SOUTHWEST OF THE NORTHEAST EDGE OF EA0710'THE DECK. EA0710 EA0710 STATION RECOVERY (1962) EA0710 EA0710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB) EA0710'IT WAS NOT POSSIBLE TO ENTER THE TOWER AS DOORS WERE BARRICADED EA0710'BUT THIS STATION IS PROBABLY STILL IN PLACE. R.M. NO. 1 WAS EA0710'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION. THE EA0710'ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR EA0710'RECOVERY. EA0710 EA0710 STATION RECOVERY (1964) EA0710 EA0710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA0710'STATION MARK, R.M. 1, LINE MARK FOUR AND LINE MARK SIX RECOVERED EA0710'IN GOOD CONDITION. THE ORIGINAL DESCRIPTION BY C.R.R. IS ADEQUATE. EA0710' EA0710'THE STATION IS 161 FEET NORTHWEST OF M.H.W.L. EA0710 EA0710 STATION RECOVERY (1967) EA0710 EA0710'RECOVERY NOTE BY US ENGINEERS 1967 EA0710'STATION IS THE CENTER OF A STANDARD USC AND GS BRONZE DISK STAMPED EA0710'TOWER FIVE 1947 SET IN DRILL HOLE ON ROOF OF A CONCRETE EA0710'OBSERVING TOWER. EA0710' EA0710'THE STATION IS LOCATED ON TOP OF AN OBSERVING TOWER WHICH IS EA0710'ABOUT 30 FT TALL. THE DISK IS 4.2 FT S OF THE N CORNER, EA0710'2.9 FT SE OF THE NW WALL, AND 2.9 FT SW OF THE NW WALL OF THE EA0710'TOWER. EA0710' EA0710'TO REACH FROM POST OFFICE IN HOLLYRIDGE, GO SW ON U.S. HIGHWAY EA0710'17 FOR 0.1 MILE, TURN LEFT AND GO 4.85 MILES TO SEARS EA0710'LANDING. CONTINUE STRAIGHT AHEAD ACROSS BRIDGE FOR 0.5 MILE TO A T EA0710'ROAD. TURN LEFT ON HIGHWAY 50 FOR 0.4 MILE TO SIDEROAD, TURN EA0710'RIGHT AND GO 0.1 MILE TO WHITE CONCRETE TOWER AND STATION SITE. EA0710' EA0710'THE STATION WAS NOT PHYSICALLY OBSERVED, BUT BELIEVED IN GOOD EA0710'CONDITION. IT IS SUGGESTED THAT ANYONE WISHING TO USE THE EA0710'STATION BRING A 50 FT LADDER. EA0710 EA0710 STATION RECOVERY (1976) EA0710 EA0710'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (JM) EA0710'TOWER NO. 5 RECOVERED OK. EA0710' EA0710'STATION WAS NOT PHYSICALLY OBSERVED, ASSUMED TO BE IN GOOD EA0710'CONDITION. EA0710' EA0710'DISTANCE AND DIRECTION FROM NEAREST TOWN--SURF CITY. EA0710 EA0710 STATION RECOVERY (1983) EA0710 EA0710'RECOVERY NOTE BY US POWER SQUADRON 1983 (HHW) EA0710'TOWER STILL IN EXCELLENT CONDITION LOST NOT USED AT THIS TIME. EA0710'MARKS ARE ON THE ROOF AND NOT ACCESSIBLE. THE TOWER IS LOCATED EA0710'ON S/E CORNER OF INTERSECTION OF NORTH SHORE DRIVE AND NEW BERN EA0710'AVE SURF CITY, N.C. 28445. EA0710' EA0710'REFERENCE MARK LOCATED AND IN GOOD CONDITION. EA0710 EA0710 STATION RECOVERY (1984) EA0710 EA0710'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) EA0710'RECOVERED AS DESCRIBED. INSPECTION WILL REQUIRE A 40-FOOT LADDER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0692 *********************************************************************** EA0692 DESIGNATION - TOWER FOUR EA0692 PID - EA0692 EA0692 STATE/COUNTY- NC/PENDER EA0692 USGS QUAD - HOLLY RIDGE (1997) EA0692 EA0692 *CURRENT SURVEY CONTROL EA0692 ___________________________________________________________________ EA0692* NAD 83(1986)- 34 24 43.78673(N) 077 33 58.24008(W) ADJUSTED EA0692* NAVD 88 - 13.114 (meters) 43.02 (feet) ADJUSTED EA0692 ___________________________________________________________________ EA0692 LAPLACE CORR- -2.28 (seconds) DEFLEC99 EA0692 GEOID HEIGHT- -37.39 (meters) GEOID03 EA0692 DYNAMIC HT - 13.101 (meters) 42.98 (feet) COMP EA0692 MODELED GRAV- 979,652.8 (mgal) NAVD 88 EA0692 EA0692 HORZ ORDER - SECOND EA0692 VERT ORDER - SECOND CLASS 0 EA0692 EA0692.The North Carolina HARNS have been completed but, EA0692.due to contractual restrictions, coordinates for these stations EA0692.will NOT be published in the near future. In the interim, the EA0692.published coordinates in North Carolina will not be EA0692.consistent with the Continuously Operating Reference Stations EA0692.(CORS). The HARN coordinates for these stations are available EA0692.upon request. Contact Gary Thompson(919-733-3836). EA0692. EA0692.In addition, the published North Carolina positions EA0692.(NAD 83 (1986)) are NOT consistent with those determined in EA0692.adjacent state readjustments. The discontinuity between stations EA0692.located in North Carolina and those in adjacent states EA0692.which have been adjusted to the HARN may be as much as 5 EA0692.decimeters. This will result in a significant loss of accuracy EA0692.over lines crossing such state borders. EA0692 EA0692 EA0692.The horizontal coordinates were established by classical geodetic methods EA0692.and adjusted by the National Geodetic Survey in July 1986. EA0692 EA0692.The orthometric height was determined by differential leveling EA0692.and adjusted by the National Geodetic Survey in June 1991. EA0692 EA0692.The Laplace correction was computed from DEFLEC99 derived deflections. EA0692 EA0692.The geoid height was determined by GEOID03. EA0692 EA0692.The dynamic height is computed by dividing the NAVD 88 EA0692.geopotential number by the normal gravity value computed on the EA0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0692.degrees latitude (g = 980.6199 gals.). EA0692 EA0692.The modeled gravity was interpolated from observed gravity values. EA0692 EA0692; North East Units Scale Factor Converg. EA0692;SPC NC - 74,407.849 741,414.043 MT 0.99997910 +0 49 39.2 EA0692;SPC NC - 244,119.75 2,432,455.91 sFT 0.99997910 +0 49 39.2 EA0692;UTM 18 - 3,810,843.517 264,141.024 MT 1.00028575 -1 27 03.3 EA0692 EA0692! - Elev Factor x Scale Factor = Combined Factor EA0692!SPC NC - 1.00000381 x 0.99997910 = 0.99998291 EA0692!UTM 18 - 1.00000381 x 1.00028575 = 1.00028956 EA0692 EA0692: Primary Azimuth Mark Grid Az EA0692:SPC NC - KYLE 051 53 40.2 EA0692:UTM 18 - KYLE 054 10 22.7 EA0692 EA0692|---------------------------------------------------------------------| EA0692| PID Reference Object Distance Geod. Az | EA0692| dddmmss.s | EA0692| EA2501 KYLE APPROX. 6.2 KM 0524319.4 | EA0692| EA0691 TOWER FOUR RM 1 7.303 METERS 18515 | EA0692| EA3828 TOWER FOUR RM 2 5.943 METERS 18524 | EA0692|---------------------------------------------------------------------| EA0692 EA0692 SUPERSEDED SURVEY CONTROL EA0692 EA0692 NAD 27 - 34 24 43.18200(N) 077 33 59.34613(W) AD( ) 2 EA0692 NGVD 29 (??/??/92) 13.417 (m) 44.02 (f) ADJ UNCH 2 0 EA0692 EA0692.Superseded values are not recommended for survey control. EA0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0692.See file dsdata.txt to determine how the superseded data were derived. EA0692 EA0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6414110844(NAD 83) EA0692_MARKER: DS = TRIANGULATION STATION DISK EA0692_SETTING: 30 = SET IN A LIGHT STRUCTURE EA0692_SP_SET: TOWER EA0692_STAMPING: TOWER FOUR 1947 EA0692_MARK LOGO: CGS EA0692_MAGNETIC: N = NO MAGNETIC MATERIAL EA0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA0692 EA0692 HISTORY - Date Condition Report By EA0692 HISTORY - 1947 MONUMENTED CGS EA0692 HISTORY - 1947 GOOD CGS EA0692 HISTORY - 1962 GOOD CGS EA0692 HISTORY - 1965 GOOD CGS EA0692 HISTORY - 1967 GOOD USE EA0692 HISTORY - 1976 GOOD ALSTER EA0692 HISTORY - 1983 GOOD USPSQD EA0692 HISTORY - 19840101 GOOD NCGS EA0692 EA0692 STATION DESCRIPTION EA0692 EA0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CRR) EA0692'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTHEAST OF THE EA0692'SOUTHWEST END OF TOPSAIL ISLAND, ABOUT 30 MILES NORTHEAST EA0692'OF WILMINGTON AND 5-1/2 MILES SOUTH OF HOLLY RIDGE. THE DISK EA0692'IS IN A DRILL HOLE IN THE ROOF OF A WHITE CONCRETE OBSERVING EA0692'TOWER ABOUT 40 FEET TALL. IT IS 4.2 FEET SOUTH OF THE NORTH EA0692'CORNER, 2.8 FEET SOUTHEAST OF THE NORTHWEST SIDE, AND 3.2 EA0692'FEET SOUTHWEST OF THE NORTHEAST SIDE OF THE TOWER. THE DISK IS EA0692'STAMPED TOWER FOUR 1947. EA0692' EA0692'REFERENCE MARK NO. 1 IS 21.43 FEET SOUTH OF THE STATION AND EA0692'1 FOOT SOUTH OF THE SOUTH CORNER OF THE TOWER IN A DRILL HOLE EA0692'IN THE CONCRETE APRON AROUND THE FOOT OF THE TOWER. THE DISK EA0692'IS STAMPED TOWER FOUR RM NO 1 1947. EA0692' EA0692'TO REACH THE STATION FROM THE HOLLY RIDGE POST OFFICE, GO EA0692'SOUTHWEST ON U.S. HIGHWAY 17 FOR 0.1 MILE, TURN LEFT BETWEEN EA0692'TWO BRICK PILLARS FOR 4.85 MILES TO SEARS LANDING. CONTINUE EA0692'STRAIGHT AHEAD ACROSS BRIDGE FOR 0.5 MILE TO T-ROAD. TURN EA0692'RIGHT AND GO 1.6 MILES TO A WHITE CONCRETE TOWER ON THE LEFT EA0692'AND THE STATION AS DESCRIBED. EA0692' EA0692'LINE MARK TO TOWER THREE IS 13.15 FEET FROM THE STATION IN EA0692'THE DIRECTION OF TOWER THREE. THE DISK IS A STANDARD REFERENCE EA0692'MARK DISK STAMPED THREE. EA0692' EA0692'LINE MARK TO TOWER FIVE IS 13.30 FEET FROM THE STATION IN THE EA0692'OPPOSITE DIRECTION FROM TOWER FIVE. THE DISK IS A STANDARD EA0692'REFERENCE MARK DISK STAMPED FIVE. EA0692' EA0692'AN ELEVATION HAS BEEN DETERMINED. EA0692' EA0692'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION TOWER EA0692'FIVE AND THE DISTANCE WAS FOUND TO BE 3070.9335 METERS. EA0692' EA0692'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS. EA0692 EA0692 STATION RECOVERY (1947) EA0692 EA0692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 EA0692'6.8 MI SW FROM HOLLYRIDGE. EA0692'5.25 MILES SOUTH ALONG THE SEARS LANDING ROAD FROM THE RAILROAD EA0692'STATION AT HOLLYRIDGE, THENCE 1.55 MILES SOUTHWEST ALONG THE EA0692'SAND SPIT ROAD, AT THE U.S. NAVY TEST RANGE TOWER NO. 4, SET IN EA0692'THE TOP OF THE CONCRETE DECK ON TOP OF THE CONCRETE TOWER, 3.0 EA0692'FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE DECK, 3.0 FEET EA0692'SOUTHWEST OF THE NORTHEAST EDGE OF THE DECK. EA0692 EA0692 STATION RECOVERY (1962) EA0692 EA0692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SCM) EA0692'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION. THE DISTANCE EA0692'AND DIRECTION TO REFERENCE MARK NO. 1 COULD NOT BE CHECKED DUE EA0692'TO THE CONSTRUCTION OF AN ADDITION TO THE BASE OF THE EA0692'TOWER. THEREFORE A NEW REFERENCE WAS ESTABLISHED. EA0692' EA0692'REFERENCE MARK NO. 2 IS MARKED BY A STANDARD DISK CEMENTED IN EA0692'A DRILLHOLE IN THE SOUTH CORNER OF THE CONCRETE ROOF OF THE EA0692'TOWER. IT IS 4 INCHES NORTH OF THE SOUTH CORNER EDGE AND 4 EA0692'INCHES EAST OF THE WEST CORNER EDGE. THE DISK IS STAMPED TOWER EA0692'4 NO 2 1947. EA0692 EA0692 STATION RECOVERY (1965) EA0692 EA0692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW) EA0692'THE BUILDING ON WHICH THE STATION IS LOCATED IS NOW PRIVATELY EA0692'OWNED AND THE ROOF WAS NOT ACCESSIBLE. THE STATION IS BELIEVED EA0692'TO BE IN GOOD CONDITION. EA0692' EA0692'R.M. NO 1 IS DESTROYED. IT IS COVERED BY AN ADDITION TO THE EA0692'BUILDING. EA0692' EA0692'THE STATION IS 157 FEET NORTHWEST OF M.H.W.L. EA0692 EA0692 STATION RECOVERY (1967) EA0692 EA0692'RECOVERY NOTE BY US ENGINEERS 1967 EA0692'STATION IS THE CENTER OF A STANDARD USC AND GS BRONZE DISK STAMPED EA0692'TOWER FOUR 1947 SET IN THE ROOF OF A WHITE OBSERVING TOWER. EA0692' EA0692'STATION IS 5-1/2 MILES NE OF THE SW END OF TOPSAIL ISLAND EA0692'LOCATED ON A WHITE OBSERVING TOWER ABOUT 40 FT HIGH. IT IS EA0692'4.2 FT S OF N CORNER, 2.8 FT SE OF NW SIDE, AND 3.2 FT SW EA0692'OF THE NE SIDE OF THE TOWER. EA0692' EA0692'TO REACH FROM HOLLYRIDGE POST OFFICE GO SW ON U.S. HIGHWAY 17 EA0692'FOR 0.1 MILE, TURN LEFT BETWEEN TWO BRICK PILLARS FOR 4.85 MILES EA0692'TO SEARS LANDING. CONTINUE STRAIGHT AHEAD ACROSS BRIDGE FOR 0.5 EA0692'MILE TO T ROAD. TURN RIGHT ONTO HIGHWAY 50 AND GO 1.6 MILES EA0692'TO A WHITE CONCRETE TOWER ON THE LEFT AND STATION SITE. EA0692' EA0692'STATION WAS NOT PHYSICALLY OBSERVED, BUT BELIEVED IN GOOD EA0692'CONDITION. IT IS SUGGESTED THAT ANYONE WISHING TO USE THE EA0692'STATION BRING A 50 FT LADDER. EA0692 EA0692 STATION RECOVERY (1976) EA0692 EA0692'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (JM) EA0692'TOWER NO. 4 RECOVERED OK. EA0692' EA0692'STATION WAS NOT PHYSICALLY OBSERVED, ASSUMED TO BE IN GOOD EA0692'CONDITION. EA0692' EA0692'DISTANCE AND DIRECTION FROM NEAREST TOWN--SURF CITY. EA0692 EA0692 STATION RECOVERY (1983) EA0692 EA0692'RECOVERY NOTE BY US POWER SQUADRON 1983 (HW) EA0692'TOWER IN FAIR CONDITION. CONVERTED TO A RESIDENCE AND ADDITIONS ARE EA0692'IN POOR CONDITION AND NOT USED. ENTIRE PROPERTY IS FOR SALE. EA0692'RM 1 FOUND ON ENCLOSED PORCH FLOOR IN EXCELLENT CONDITION. EA0692'ADDRESS OF PROPERTY IS 1412 SOUTH SHORE DRIVE AT INTERSECTION OF EA0692'SHADY DUNES ROAD. SURF CITY 28445. EA0692 EA0692 STATION RECOVERY (1984) EA0692 EA0692'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) EA0692'RECOVERED AS DESCRIBED. INSPECTION WILL REQUIRE A 40-FOOT LADDER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0707 *********************************************************************** EA0707 DESIGNATION - TOWER ONE EA0707 PID - EA0707 EA0707 STATE/COUNTY- NC/PENDER EA0707 USGS QUAD - HAMPSTEAD (1970) EA0707 EA0707 *CURRENT SURVEY CONTROL EA0707 ___________________________________________________________________ EA0707* NAD 83(1986)- 34 21 51.13983(N) 077 37 56.68678(W) ADJUSTED EA0707* NAVD 88 - 12.578 (meters) 41.27 (feet) ADJUSTED EA0707 ___________________________________________________________________ EA0707 LAPLACE CORR- -3.40 (seconds) DEFLEC99 EA0707 GEOID HEIGHT- -37.34 (meters) GEOID03 EA0707 DYNAMIC HT - 12.566 (meters) 41.23 (feet) COMP EA0707 MODELED GRAV- 979,655.4 (mgal) NAVD 88 EA0707 EA0707 HORZ ORDER - SECOND EA0707 VERT ORDER - SECOND CLASS 0 EA0707 EA0707.The North Carolina HARNS have been completed but, EA0707.due to contractual restrictions, coordinates for these stations EA0707.will NOT be published in the near future. In the interim, the EA0707.published coordinates in North Carolina will not be EA0707.consistent with the Continuously Operating Reference Stations EA0707.(CORS). The HARN coordinates for these stations are available EA0707.upon request. Contact Gary Thompson(919-733-3836). EA0707. EA0707.In addition, the published North Carolina positions EA0707.(NAD 83 (1986)) are NOT consistent with those determined in EA0707.adjacent state readjustments. The discontinuity between stations EA0707.located in North Carolina and those in adjacent states EA0707.which have been adjusted to the HARN may be as much as 5 EA0707.decimeters. This will result in a significant loss of accuracy EA0707.over lines crossing such state borders. EA0707 EA0707 EA0707.The horizontal coordinates were established by classical geodetic methods EA0707.and adjusted by the National Geodetic Survey in July 1986. EA0707 EA0707.The orthometric height was determined by differential leveling EA0707.and adjusted by the National Geodetic Survey in June 1991. EA0707 EA0707.The Laplace correction was computed from DEFLEC99 derived deflections. EA0707 EA0707.The geoid height was determined by GEOID03. EA0707 EA0707.The dynamic height is computed by dividing the NAVD 88 EA0707.geopotential number by the normal gravity value computed on the EA0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0707.degrees latitude (g = 980.6199 gals.). EA0707 EA0707.The modeled gravity was interpolated from observed gravity values. EA0707 EA0707; North East Units Scale Factor Converg. EA0707;SPC NC - 69,002.621 735,398.651 MT 0.99999159 +0 47 21.6 EA0707;SPC NC - 226,386.10 2,412,720.41 sFT 0.99999159 +0 47 21.6 EA0707;UTM 18 - 3,805,679.930 257,913.625 MT 1.00032245 -1 29 11.7 EA0707 EA0707! - Elev Factor x Scale Factor = Combined Factor EA0707!SPC NC - 1.00000389 x 0.99999159 = 0.99999548 EA0707!UTM 18 - 1.00000389 x 1.00032245 = 1.00032634 EA0707 EA0707: Primary Azimuth Mark Grid Az EA0707:SPC NC - ATKINSON RESET 020 47 22.6 EA0707:UTM 18 - ATKINSON RESET 023 03 55.9 EA0707 EA0707|---------------------------------------------------------------------| EA0707| PID Reference Object Distance Geod. Az | EA0707| dddmmss.s | EA0707| EA2481 ATKINSON RESET APPROX. 4.2 KM 0213444.2 | EA0707| EA0702 ZERO 409.028 METERS 0660424.3 | EA0707| EA0706 TOWER ONE RM 1 6.880 METERS 10927 | EA0707|---------------------------------------------------------------------| EA0707 EA0707 SUPERSEDED SURVEY CONTROL EA0707 EA0707 NAD 27 - 34 21 50.53200(N) 077 37 57.78200(W) AD( ) 2 EA0707 NGVD 29 (??/??/92) 12.883 (m) 42.27 (f) ADJ UNCH 2 0 EA0707 EA0707.Superseded values are not recommended for survey control. EA0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0707.See file dsdata.txt to determine how the superseded data were derived. EA0707 EA0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5791405680(NAD 83) EA0707_MARKER: DS = TRIANGULATION STATION DISK EA0707_SETTING: 30 = SET IN A LIGHT STRUCTURE EA0707_SP_SET: TOWER EA0707_STAMPING: TOWER ONE 1947 EA0707_MARK LOGO: CGS EA0707_MAGNETIC: N = NO MAGNETIC MATERIAL EA0707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA0707 EA0707 HISTORY - Date Condition Report By EA0707 HISTORY - 1947 MONUMENTED CGS EA0707 HISTORY - 1947 GOOD CGS EA0707 HISTORY - 1962 GOOD CGS EA0707 HISTORY - 1965 MARK NOT FOUND CGS EA0707 HISTORY - 1967 GOOD USE EA0707 HISTORY - 1976 GOOD ALSTER EA0707 HISTORY - 1983 MARK NOT FOUND USPSQD EA0707 HISTORY - 1984 MARK NOT FOUND DMA EA0707 HISTORY - 19840101 GOOD NCGS EA0707 EA0707 STATION DESCRIPTION EA0707 EA0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CRR) EA0707'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF HOLLY RIDGE ON EA0707'THE SOUTHWEST END OF TOPSAIL ISLAND. THE MARK IS IN A DRILL HOLE EA0707'IN THE WEST CORNER OF THE ROOF OF A CONCRETE OBSERVATION TOWER. IT EA0707'IS 3.9 FEET EAST OF THE WEST CORNER OF THE TOWER, 2.9 FEET EA0707'SOUTHEAST OF THE NORTHWEST SIDE AND 2.8 FEET SOUTHWEST OF THE EA0707'NORTHEAST SIDE. THE DISK IS STAMPED TOWER ONE 1947. EA0707' EA0707'REFERENCE MARK NO. 1 IS 22.57 FEET EAST OF THE STATION AND 2 EA0707'FEET EAST OF THE EAST CORNER OF THE TOWER IN A DRILL HOLE EA0707'IN THE CONCRETE APRON WHICH RUNS AROUND THE FOOT OF THE TOWER. THE EA0707'DISK IS STAMPED TOWER ONE RM NO 1 1947. EA0707' EA0707'LINE MARK TWO IS 6.29 FEET FROM THE STATION IN THE DIRECTION EA0707'OF TOWER TWO. THE DISK IS A STANDARD REFERENCE DISK STAMPED TWO. EA0707' EA0707'LINE MARK ZERO IS 13.36 FEET FROM THE STATION IN THE DIRECTION EA0707'OF ZERO. THE DISK IS A STANDARD REFERENCE DISK STAMPED ZERO. EA0707' EA0707'TO REACH STATION FROM THE BRIDGE AT SEARS LANDING, GO SOUTHEAST EA0707'TOWARD THE OCEAN FOR 0.5 MILE, TURN RIGHT AND GO 6.65 MILES TO EA0707'A WHITE CONCRETE OBSERVING TOWER ABOUT 50 YARDS ON THE RIGHT EA0707'AND THE STATION AS DESCRIBED. EA0707' EA0707'A TRAVERSE CONNECTION WAS MADE TO ZERO, THE DISTANCE FOUND TO EA0707'BE 409.036 METERS. EA0707' EA0707'AN ELEVATION HAS BEEN DETERMINED. EA0707' EA0707'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS. EA0707 EA0707 STATION RECOVERY (1947) EA0707 EA0707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 EA0707'11.8 MI SW FROM HOLLYRIDGE. EA0707'5.25 MILES SOUTH ALONG THE SEARS LANDING ROAD FROM THE RAILROAD EA0707'STATION AT HOLLYRIDGE, THENCE 6.6 MILES SOUTHWEST ALONG THE SAND EA0707'SPIT ROAD, ON THE SANDSPIT BETWEEN NEW TOPSAIL INLET AND NEW RIVER EA0707'INLET, AT THE U.S. NAVY TEST RANGE TOWER NO. 1, 0.3 MILE SOUTHWEST EA0707'OF THE LAUNCHING PLATFORM, IN THE TOP OF THE CONCRETE DECK ON THE EA0707'TOP OF THE CONCRETE TOWER, 2.9 FEET NORTHEAST OF THE SOUTHWEST EA0707'EDGE OF THE PLATFORM, 2.8 FEET SOUTHEAST OF THE NORTHWEST EDGE OF EA0707'THE PLATFORM. EA0707 EA0707 STATION RECOVERY (1962) EA0707 EA0707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB) EA0707'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD EA0707'CONDITION. IT IS ON THE TOP OF AN OLD CONCRETE TOWER THAT IS EA0707'NOW PRIVATELY OWNED AND HAS BEEN CONVERTED INTO A BEACH COTTAGE. EA0707' EA0707'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR EA0707'RECOVERY. EA0707 EA0707 STATION RECOVERY (1965) EA0707 EA0707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW) EA0707'THE STATION AND LINE MARKS WERE NOT RECOVERED. R.M. 1 FOUND EA0707'IN GOOD CONDITION. THE OWNER OF THE TOWER SAID THERE HAS BEEN EA0707'ABOUT 2 INCHES OF TAR PUT ON THE ROOF AND HE WOULD NOT GIVE EA0707'PERMISSION TO DIG IN SAME. THE MARKS ARE THOUGHT TO BE STILL EA0707'IN PLACE. EA0707' EA0707'THE ORIGINAL DESCRIPTION BY C.R.R. IN 1947 IS ADEQUATE. EA0707' EA0707'R.M. 1 IS A STANDARD DISK SET IN A DRILL HOLE AT THE FOOT OF EA0707'THE TOWER STAMPED TOWER ONE NO 1 1947. IT IS 1 FOOT SOUTH OF EA0707'SOUTH CORNER OF TOWER. EA0707 EA0707 STATION RECOVERY (1967) EA0707 EA0707'RECOVERY NOTE BY US ENGINEERS 1967 EA0707'THE STATION IS THE CENTER OF A STANDARD USC AND GS DISK STAMPED EA0707'TOWER ONE 1947 SET IN THE W CORNER OF THE ROOF OF A CONCRETE EA0707'OBSERVING TOWER THAT HAS BEEN CONVERTED TO A BEACH HOUSE. EA0707' EA0707'THE STATION IS LOCATED 3.9 FT E OF THE W CORNER OF THE TOWER, EA0707'2.9 FT SE OF THE NW SIDE, AND 2.8 FT SW OF THE NE SIDE. EA0707' EA0707'TO REACH FROM THE BRIDGE AT SEARS LANDING GO SE 0.5 MILE, EA0707'TURN RIGHT AND PROCEED 6.65 MILES ALONG HWY. 50 TO HINES EA0707'AVE. AND STATION SITE. EA0707' EA0707'R.M. 1 IS 22.57 FT E OF THE STATION AND 2 FT E OF THE EA0707'E CORNER OF THE TOWER, IN THE CONCRETE THAT SURROUNDS THE BASE OF EA0707'THE TOWER. EA0707' EA0707'LINE MARK TWO IS 6.29 FT FROM THE STATION IN THE DIRECTION OF EA0707'TOWER TWO. EA0707' EA0707'LINE MARK ZERO IS 13.36 FT FROM THE STATION IN THE DIRECTION EA0707'OF ZERO. EA0707 EA0707 STATION RECOVERY (1976) EA0707 EA0707'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (JM) EA0707'TOWER NO. 1 RECOVERED OK. EA0707' EA0707'TOWER RM NO. 1 FOUND GOOD. EA0707' EA0707'STATION WAS NOT PHYSICALLY OBSERVED, ASSUMED TO BE IN GOOD EA0707'CONDITION. EA0707' EA0707'DISTANCE AND DIRECTION FROM NEAREST TOWN--TOPSAIL. EA0707 EA0707 STATION RECOVERY (1983) EA0707 EA0707'RECOVERY NOTE BY US POWER SQUADRON 1983 (HHW) EA0707'TOWER ONE RM NO 1 1947 RECOVERED EXCELLENT. EA0707' EA0707'RM FOUND. TOWER IS A RESIDENCE SO NO EFFORT MADE TO SEE MARKS ON EA0707'ROOF. EA0707 EA0707 STATION RECOVERY (1984) EA0707 EA0707'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984 (JPR) EA0707'TOWER ONE RM NO 1 1947 RECOVERED GOOD. EA0707' EA0707'RECOVERED AS DESCRIBED. EA0707 EA0707 STATION RECOVERY (1984) EA0707 EA0707'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) EA0707'RECOVERED AS DESCRIBED. THE TOWER IS PRIVATELY OWNED AND WILL REQUIRE EA0707'A 40-FOOT LADDER TO REACH. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0695 *********************************************************************** EA0695 DESIGNATION - TOWER THREE EA0695 PID - EA0695 EA0695 STATE/COUNTY- NC/PENDER EA0695 USGS QUAD - HOLLY RIDGE (1997) EA0695 EA0695 *CURRENT SURVEY CONTROL EA0695 ___________________________________________________________________ EA0695* NAD 83(1986)- 34 23 35.96043(N) 077 35 34.60089(W) ADJUSTED EA0695* NAVD 88 - 15.434 (meters) 50.64 (feet) ADJUSTED EA0695 ___________________________________________________________________ EA0695 LAPLACE CORR- -2.78 (seconds) DEFLEC99 EA0695 GEOID HEIGHT- -37.37 (meters) GEOID03 EA0695 DYNAMIC HT - 15.419 (meters) 50.59 (feet) COMP EA0695 MODELED GRAV- 979,654.0 (mgal) NAVD 88 EA0695 EA0695 HORZ ORDER - SECOND EA0695 VERT ORDER - SECOND CLASS 0 EA0695 EA0695.The North Carolina HARNS have been completed but, EA0695.due to contractual restrictions, coordinates for these stations EA0695.will NOT be published in the near future. In the interim, the EA0695.published coordinates in North Carolina will not be EA0695.consistent with the Continuously Operating Reference Stations EA0695.(CORS). The HARN coordinates for these stations are available EA0695.upon request. Contact Gary Thompson(919-733-3836). EA0695. EA0695.In addition, the published North Carolina positions EA0695.(NAD 83 (1986)) are NOT consistent with those determined in EA0695.adjacent state readjustments. The discontinuity between stations EA0695.located in North Carolina and those in adjacent states EA0695.which have been adjusted to the HARN may be as much as 5 EA0695.decimeters. This will result in a significant loss of accuracy EA0695.over lines crossing such state borders. EA0695 EA0695 EA0695.The horizontal coordinates were established by classical geodetic methods EA0695.and adjusted by the National Geodetic Survey in July 1986. EA0695 EA0695.The orthometric height was determined by differential leveling EA0695.and adjusted by the National Geodetic Survey in June 1991. EA0695 EA0695.The Laplace correction was computed from DEFLEC99 derived deflections. EA0695 EA0695.The geoid height was determined by GEOID03. EA0695 EA0695.The dynamic height is computed by dividing the NAVD 88 EA0695.geopotential number by the normal gravity value computed on the EA0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0695.degrees latitude (g = 980.6199 gals.). EA0695 EA0695.The modeled gravity was interpolated from observed gravity values. EA0695 EA0695; North East Units Scale Factor Converg. EA0695;SPC NC - 72,282.902 738,983.122 MT 0.99998393 +0 48 43.6 EA0695;SPC NC - 237,148.15 2,424,480.46 sFT 0.99998393 +0 48 43.6 EA0695;UTM 18 - 3,808,816.241 261,626.779 MT 1.00030045 -1 27 55.3 EA0695 EA0695! - Elev Factor x Scale Factor = Combined Factor EA0695!SPC NC - 1.00000344 x 0.99998393 = 0.99998737 EA0695!UTM 18 - 1.00000344 x 1.00030045 = 1.00030390 EA0695 EA0695: Primary Azimuth Mark Grid Az EA0695:SPC NC - TOWER TWO 233 48 19.1 EA0695:UTM 18 - TOWER TWO 236 04 58.0 EA0695 EA0695|---------------------------------------------------------------------| EA0695| PID Reference Object Distance Geod. Az | EA0695| dddmmss.s | EA0695| EA0694 TOWER THREE RM 1 7.334 METERS 18349 | EA0695| EA0698 TOWER TWO APPROX. 2.2 KM 2343702.7 | EA0695|---------------------------------------------------------------------| EA0695 EA0695 SUPERSEDED SURVEY CONTROL EA0695 EA0695 NAD 27 - 34 23 35.35500(N) 077 35 35.70200(W) AD( ) 2 EA0695 NGVD 29 (??/??/92) 15.738 (m) 51.63 (f) ADJ UNCH 2 0 EA0695 EA0695.Superseded values are not recommended for survey control. EA0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0695.See file dsdata.txt to determine how the superseded data were derived. EA0695 EA0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6162708816(NAD 83) EA0695_MARKER: DH = HORIZONTAL CONTROL DISK EA0695_SETTING: 30 = SET IN A LIGHT STRUCTURE EA0695_SP_SET: TOWER EA0695_STAMPING: TOWER THREE 1947 EA0695_MARK LOGO: CGS EA0695_MAGNETIC: N = NO MAGNETIC MATERIAL EA0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA0695 EA0695 HISTORY - Date Condition Report By EA0695 HISTORY - 1947 MONUMENTED CGS EA0695 HISTORY - 1947 GOOD CGS EA0695 HISTORY - 1962 GOOD CGS EA0695 HISTORY - 1964 GOOD CGS EA0695 HISTORY - 1967 GOOD USE EA0695 HISTORY - 1976 GOOD ALSTER EA0695 HISTORY - 1983 GOOD USPSQD EA0695 HISTORY - 19840101 GOOD NCGS EA0695 EA0695 STATION DESCRIPTION EA0695 EA0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CRR) EA0695'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF THE SOUTHWEST EA0695'END OF TOPSAIL ISLAND, 29 MILES NORTHEAST OF WILMINGTON AND EA0695'7 MILES SOUTH OF HOLLY RIDGE. THE DISK IS IN A DRILL HOLE IN THE EA0695'ROOF OF A WHITE CONCRETE OBSERVING TOWER WHICH IS ABOUT 40 FEET EA0695'TALL. IT IS 4.0 FEET SOUTH OF THE NORTH CORNER, 2.8 FEET EA0695'SOUTHEAST OF THE NORTHWEST SIDE AND 2.9 FEET SOUTHWEST OF THE EA0695'NORTHEAST SIDE OF THE TOWER. THE DISK IS STAMPED TOWER THREE EA0695'1947. EA0695' EA0695'REFERENCE MARK NO.1 IS 21.52 FEET SOUTH OF THE STATION AND 1 EA0695'FOOT SOUTH OF THE SOUTH CORNER OF THE TOWER IN A DRILL HOLE IN EA0695'THE CONCRETE APRON AROUND THE FOOT OF THE TOWER. THE DISK IS EA0695'STAMPED TOWER THREE RM NO 1 1947. EA0695' EA0695'TO REACH THE STATION FROM THE HOLLY RIDGE POST OFFICE, GO 0.1 EA0695'MILE SOUTHWEST ON U.S. HIGHWAY 17 TO A SIDEROAD LEFT. GO LEFT EA0695'FOR 4.85 MILES TO SEARS LANDING. CONTINUE STRAIGHT AHEAD EA0695'ACROSS BRIDGE FOR 0.5 MILE TO A T-ROAD, TURN RIGHT AND GO 3.65 EA0695'MILE TO A WHITE CONCRETE TOWER AND THE STATION AS DESCRIBED ON EA0695'THE LEFT. EA0695' EA0695'LINE MARK TO TOWER TWO IS 13.20 FEET FROM THE STATION IN THE EA0695'DIRECTION OF TOWER TWO. THE DISK IS A STANDARD REFERENCE MARK EA0695'DISK STAMPED TWO. EA0695' EA0695'LINE MARK TO TOWER FOUR IS 13.30 FEET FROM THE STATION IN EA0695'THE OPPOSITE DIRECTION FROM TOWER FOUR. THE DISK IS A STANDARD EA0695'REFERENCE MARK DISK STAMPED FOUR. EA0695' EA0695'AN ELEVATION HAS BEEN DETERMINED. EA0695' EA0695'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS. EA0695 EA0695 STATION RECOVERY (1947) EA0695 EA0695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 EA0695'8.8 MI SW FROM HOLLYRIDGE. EA0695'5.25 MILES SOUTH ALONG THE SEARS LANDING ROAD FROM THE RAILROAD EA0695'STATION AT HOLLYRIDGE, THENCE 3.6 MILES SOUTHWEST ALONG THE EA0695'SAND SPIT ROAD, ON THE SAND SPIT BETWEEN NEW TOPSAIL INLET AND EA0695'NEW RIVER INLET, AT THE U.S. NAVY TEST RANGE TOWER NO. 3, IN THE EA0695'TOP OF THE CONCRETE DECK ON TOP OF THE TOWER, 3.0 FEET SOUTHEAST EA0695'OF THE NORTHWEST EDGE OF THE TOWER, 3.0 FEET SOUTHWEST OF THE EA0695'NORTHEAST EDGE OF THE TOWER. EA0695 EA0695 STATION RECOVERY (1962) EA0695 EA0695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB) EA0695'THIS STATION IS PROBABLY IN GOOD CONDITION BUT WAS UNABLE EA0695'TO REACH THE TOP OF THE TOWER AS ALL OF THE DOORS WERE EA0695'LOCKED. THE TOWER IS PRIVATELY OWNED AND HAS BEEN CONVERTED INTO EA0695'A BEACH COTTAGE. THERE IS NO ROOF OVER THE TOP OF THE TOWER EA0695'SO IT IS ASSUMED THAT THE MARKS ARE STILL IN PLACE. EA0695' EA0695'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR EA0695'RECOVERY. EA0695 EA0695 STATION RECOVERY (1964) EA0695 EA0695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA0695'THE STATION MARK, REFERENCE MARK, AND LINE MARKS WERE RECOVERED IN EA0695'GOOD CONDITION. STAMPING AND DISTANCES VERIFIED. THE ORIGINAL EA0695'DESCRIPTION IS ADEQUATE. EA0695' EA0695'THE STATION IS 140 FEET NORTHWEST OF M.H.W.L. EA0695 EA0695 STATION RECOVERY (1967) EA0695 EA0695'RECOVERY NOTE BY US ENGINEERS 1967 EA0695'THE STATION IS THE CENTER OF A STANDARD USC AND GS DISK STAMPED EA0695'TOWER THREE 1947 SET IN THE ROOF OF A 40 FT CONCRETE EA0695'OBSERVING TOWER WHICH HAS BEEN CONVERTED TO A BEACH HOUSE. EA0695' EA0695'THE STATION IS LOCATED 4 FT S OF THE N CORNER, 2.8 FT SE EA0695'OF THE NW SIDE, AND 2.9 FT SW OF THE NE SIDE OF THE TOWER. EA0695' EA0695'TO REACH FROM THE DRAWBRIDGE AT SEARS LANDING PROCEED SE EA0695'ACROSS BRIDGE FOR 0.5 MILE TO A T ROAD. TURN RIGHT AND EA0695'PROCEED 3.65 MILES TO TOWER WITH ADDITION BUILT ON SW SIDE AND EA0695'STATION SITE. EA0695' EA0695'R.M.1 IS LOCATED 1 FT S OF THE S CORNER OF THE TOWER. AT EA0695'PRESENT IT IS UNUSABLE BECAUSE THE ADDITION THAT HAS BEEN BUILT EA0695'COVERS IT. EA0695' EA0695'LINE MARK TWO IS 13.2 FT FROM THE STATION IN A M.AZ. OF 234 DEG. EA0695' EA0695'LINE MARK FOUR IS 13.3 FT FROM THE STATION IN A M.AZ. OF 229 DEG. EA0695 EA0695 STATION RECOVERY (1976) EA0695 EA0695'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (JM) EA0695'TOWER NO. 3 RECOVERED OK. EA0695' EA0695'STATION WAS NOT PHYSICALLY OBSERVED, ASSUMED TO BE IN GOOD EA0695'CONDITION. EA0695' EA0695'DISTANCE AND DIRECTION FROM NEAREST TOWN--TOPSAIL. EA0695 EA0695 STATION RECOVERY (1983) EA0695 EA0695'RECOVERY NOTE BY US POWER SQUADRON 1983 (HHW) EA0695'TOWER THREE RM NO 1 1947 RECOVERED EXCELLENT. EA0695' EA0695'TOWER NOW RESIDENCE LOCATED 3008 S. SHORE DRIVE. EA0695' EA0695'SURF CITY, N.E. 28445. RM IS UNDER PORCH ON OCEAN SIDE OF TOWER EA0695'ACCESSIBLE. THRU STORAGE DOOR UNDER PORCH. OWNER SAYS STATION ON EA0695'ROOF STILL OK. EA0695' EA0695'US ARMY CORP OF ENGINEERS WAS UNABLE TO LOCATE THIS RM EARLIER IN EA0695'1983. EA0695 EA0695 STATION RECOVERY (1984) EA0695 EA0695'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) EA0695'RECOVERED AS DESCRIBED. A 40-FOOT LADDER IS REQUIRED TO INSPECT, EA0695'PRIVATELY OWNED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0698 *********************************************************************** EA0698 DESIGNATION - TOWER TWO EA0698 PID - EA0698 EA0698 STATE/COUNTY- NC/PENDER EA0698 USGS QUAD - HOLLY RIDGE (1997) EA0698 EA0698 *CURRENT SURVEY CONTROL EA0698 ___________________________________________________________________ EA0698* NAD 83(1986)- 34 22 54.31537(N) 077 36 45.31779(W) ADJUSTED EA0698* NAVD 88 - 14.760 (meters) 48.43 (feet) ADJUSTED EA0698 ___________________________________________________________________ EA0698 LAPLACE CORR- -3.11 (seconds) DEFLEC99 EA0698 GEOID HEIGHT- -37.35 (meters) GEOID03 EA0698 DYNAMIC HT - 14.746 (meters) 48.38 (feet) COMP EA0698 MODELED GRAV- 979,655.3 (mgal) NAVD 88 EA0698 EA0698 HORZ ORDER - SECOND EA0698 VERT ORDER - SECOND CLASS 0 EA0698 EA0698.The North Carolina HARNS have been completed but, EA0698.due to contractual restrictions, coordinates for these stations EA0698.will NOT be published in the near future. In the interim, the EA0698.published coordinates in North Carolina will not be EA0698.consistent with the Continuously Operating Reference Stations EA0698.(CORS). The HARN coordinates for these stations are available EA0698.upon request. Contact Gary Thompson(919-733-3836). EA0698. EA0698.In addition, the published North Carolina positions EA0698.(NAD 83 (1986)) are NOT consistent with those determined in EA0698.adjacent state readjustments. The discontinuity between stations EA0698.located in North Carolina and those in adjacent states EA0698.which have been adjusted to the HARN may be as much as 5 EA0698.decimeters. This will result in a significant loss of accuracy EA0698.over lines crossing such state borders. EA0698 EA0698 EA0698.The horizontal coordinates were established by classical geodetic methods EA0698.and adjusted by the National Geodetic Survey in July 1986. EA0698 EA0698.The orthometric height was determined by differential leveling EA0698.and adjusted by the National Geodetic Survey in June 1991. EA0698 EA0698.The Laplace correction was computed from DEFLEC99 derived deflections. EA0698 EA0698.The geoid height was determined by GEOID03. EA0698 EA0698.The dynamic height is computed by dividing the NAVD 88 EA0698.geopotential number by the normal gravity value computed on the EA0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0698.degrees latitude (g = 980.6199 gals.). EA0698 EA0698.The modeled gravity was interpolated from observed gravity values. EA0698 EA0698; North East Units Scale Factor Converg. EA0698;SPC NC - 70,974.383 737,194.903 MT 0.99998694 +0 48 02.8 EA0698;SPC NC - 232,855.12 2,418,613.61 sFT 0.99998694 +0 48 02.8 EA0698;UTM 18 - 3,807,579.411 259,787.391 MT 1.00031131 -1 28 33.8 EA0698 EA0698! - Elev Factor x Scale Factor = Combined Factor EA0698!SPC NC - 1.00000355 x 0.99998694 = 0.99999049 EA0698!UTM 18 - 1.00000355 x 1.00031131 = 1.00031486 EA0698 EA0698: Primary Azimuth Mark Grid Az EA0698:SPC NC - TOPSAIL 222 54 45.2 EA0698:UTM 18 - TOPSAIL 225 11 21.8 EA0698 EA0698|---------------------------------------------------------------------| EA0698| PID Reference Object Distance Geod. Az | EA0698| dddmmss.s | EA0698| EA0697 TOWER TWO RM 1 6.456 METERS 18136 | EA0698| EA2517 LINE MARK ONE NEAR TOWER TWO 3.986 METERS 22310 | EA0698| EA2558 TOPSAIL APPROX. 4.3 KM 2234248.0 | EA0698| EA2518 LINE MARK THREE NEAR TOWER TWO 4.064 METERS 23438 | EA0698|---------------------------------------------------------------------| EA0698 EA0698 SUPERSEDED SURVEY CONTROL EA0698 EA0698 NAD 27 - 34 22 53.70825(N) 077 36 46.41576(W) AD( ) 2 EA0698 NGVD 29 (??/??/92) 15.064 (m) 49.42 (f) ADJ UNCH 2 0 EA0698 EA0698.Superseded values are not recommended for survey control. EA0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0698.See file dsdata.txt to determine how the superseded data were derived. EA0698 EA0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5978707579(NAD 83) EA0698_MARKER: DS = TRIANGULATION STATION DISK EA0698_SETTING: 30 = SET IN A LIGHT STRUCTURE EA0698_SP_SET: TOWER EA0698_STAMPING: TOWER TWO 1947 EA0698_MARK LOGO: CGS EA0698_MAGNETIC: N = NO MAGNETIC MATERIAL EA0698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA0698 EA0698 HISTORY - Date Condition Report By EA0698 HISTORY - 1947 MONUMENTED CGS EA0698 HISTORY - 1947 GOOD CGS EA0698 HISTORY - 1962 GOOD CGS EA0698 HISTORY - 1964 GOOD CGS EA0698 HISTORY - 1967 GOOD USE EA0698 HISTORY - 1974 GOOD NGS EA0698 HISTORY - 1976 GOOD ALSTER EA0698 HISTORY - 1980 GOOD USE EA0698 HISTORY - 1983 GOOD USPSQD EA0698 HISTORY - 19840101 GOOD NCGS EA0698 EA0698 STATION DESCRIPTION EA0698 EA0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CRR) EA0698'THE STATION IS LOCATED ON THE SOUTHWEST END OF TOPSAIL ISLAND EA0698'ABOUT 25 MILES NORTHEAST OF WILMINGTON, 8 MILES SOUTH OF HOLLY EA0698'RIDGE AND 2 MILES NORTHEAST OF THE SOUTHWEST END OF TOPSAIL EA0698'ISLAND. THE STATION IS LOCATED IN A DRILL HOLE IN THE NORTH EA0698'CORNER OF THE CONCRETE ROOF OF A WHITE CONCRETE OBSERVING TOWER EA0698'WHICH IS ABOUT 40 FEET TALL AND 18 FEET SQUARE. IT IS 4.1 FEET EA0698'SOUTH OF THE NORTH CORNER, 3.4 FEET SOUTHEAST OF THE NORTHWEST EA0698'WALL AND 2.9 FEET SOUTHWEST OF THE NORTHEAST WALL OF THE EA0698'TOWER. THE DISK IS STAMPED TOWER TWO 1947. EA0698' EA0698'REFERNCE MARK NO. 1 IS 21.18 FEET SOUTH OF THE STATION, IN A EA0698'DRILL HOLE IN THE CONCRETE APRON AT THE FOOT OF THE TOWER. IT EA0698'IS 1 FOOT SOUTH OF THE SOUTH CORNER OF THE TOWER AND THE DISK EA0698'IS STAMPED TOWER TWO RM NO 1 1947. EA0698' EA0698'TO REACH THE STATION FROM THE HOLLY RIDGE POST OFFICE, GO EA0698'SOUTHWEST ON U.S. HIGHWAY 17 FOR 0.1 MILE, TURN LEFT BETWEEN EA0698'TWO BRICK PILLARS ON A BLACK TOP ROAD FOR 4.85 MILES TO SEARS EA0698'LANDING AND BRIDGE. CONTINUE STRAIGHT AHEAD ACROSS BRIDGE FOR EA0698'0.5 MILE TO T-ROAD. TURN RIGHT AND GO 5.0 MILES TO A SIDE ROAD EA0698'RIGHT. TURN RIGHT AND GO 0.1 MILE TO A WHITE CONCRETE TOWER EA0698'AND THE STATION ON THE LEFT AS DESCRIBED. EA0698' EA0698'LINE MARK TO TOWER ONE IS 13.07 FEET FROM THE STATION IN THE EA0698'DIRECTION OF TOWER ONE. THE DISK IS A STANDARD REFERENCE MARK EA0698'DISK STAMPED ONE. EA0698' EA0698'LINE MARK TO TOWER THREE IS 13.33 FEET FROM THE STATION EA0698'OPPOSITE THE DIRECTION OF TOWER THREE. THE DISK IS A STANDARD EA0698'REFERENCE MARK DISK STAMPED THREE. EA0698' EA0698'A TRAVERSE CONNECTION WAS MADE TO BLAKE, THE DISTANCE FOUND TO EA0698'BE 90.326 METERS. EA0698' EA0698'AN ELEVATION HAS BEEN DETERMINED. EA0698' EA0698'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS. EA0698 EA0698 STATION RECOVERY (1947) EA0698 EA0698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 EA0698'10.2 MI SW FROM HOLLYRIDGE. EA0698'5.25 MILES SOUTH ALONG THE SEARS LANDING ROAD FROM THE RAILROAD EA0698'STATION AT HOLLYRIDGE, THENCE 5.0 MILES SOUTHWEST ALONG THE SAND EA0698'SPIT ROAD, ON THE SAND SPIT BETWEEN NEW TOPSAIL INLET AND NEW EA0698'RIVER INLET, 0.15 MILE NORTHWEST OF THE SAND SPIT ROAD, AT U.S. EA0698'NAVY TEST RANGE TOWER NO. 2, IN THE TOP OF THE CONCRETE DECK ON EA0698'THE TOP OF THE CONCRETE TOWER, 3.1 FEET SOUTHWEST OF THE EA0698'NORTHEAST EDGE OF THE DECK, 3.2 FEET SOUTHEAST OF THE NORTHWEST EA0698'EDGE OF THE DECK, 2.6 FEET NORTHEAST OF THE NORTHEAST EDGE OF EA0698'THE LOW CONCRETE WALL AROUND THE HEAD OF THE STAIRWAY. EA0698 EA0698 STATION RECOVERY (1962) EA0698 EA0698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SCM) EA0698'STATION, REFERENCE MARK NO. 1 AND LINE MARKERS ONE AND THREE WERE EA0698'RECOVERED AS DESCRIBED IN 1947. A CHECK WAS MADE FOR DISTANCE EA0698'AND DIRECTION AND IS AS SHOWN BELOW-- EA0698' EA0698'1962 OBSERVATIONS WERE TAKEN FROM A 4 FOOT WOODEN STAND. EA0698 EA0698 STATION RECOVERY (1964) EA0698 EA0698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA0698'THE STATION, LINE MARKS 1 AND 3 ARE THOUGHT TO BE IN PLACE. A EA0698'TALL LADDER COULD BE USED TO CLIMB THE TOWER IF CONDITIONS EA0698'WARRANTED. THE OWNER COULD NOT BE FOUND TO GET THE KEY TO THE EA0698'ENTRANCE. R.M. 1 FOUND IN GOOD CONDITION. EA0698' EA0698'THE 1962 RECOVERY NOTE BY S.C.M. IS ADEQUATE. EA0698' EA0698'R.M. 1 IS A STANDARD DISK SET IN A DRILL HOLE STAMPED TOWER TWO EA0698'NO 1 1947. IT IS 1.0 FOOT SOUTH OF THE SOUTH CORNER OF THE TOWER. EA0698' EA0698'THE STATION IS 156 FEET SOUTHEAST OF TOPSAIL SOUND M.H.W.L. EA0698 EA0698 STATION RECOVERY (1967) EA0698 EA0698'RECOVERY NOTE BY US ENGINEERS 1967 EA0698'THE STATION IS THE CENTER OF A STANDARD USC AND GS DISK STAMPED EA0698'TOWER TWO 1947 MOUNTED IN A DRILL HOLE IN THE TOP OF A 40 FT EA0698'HIGH 18 FT BY 18 FT WHITE CONCRETE OBSERVATION TOWER. EA0698' EA0698'STATION IS LOCATED ON THE SW END OF TOPSAIL ISLAND, 25 MILES EA0698'NE OF WILMINGTON N.C., 8 MILES S OF HOLLY RIDGE N.C. THE EA0698'STATION IS IN THE N CORNER OF THE ROOF OF A WHITE CONCRETE EA0698'OBSERVATION TOWER. IT IS 4.1 FT S OF THE N CORNER, 3.4 FT EA0698'SE OF THE NW WALL AND 2.9 FT SW OF THE NE WALL OF THE TOWER. EA0698' EA0698'TO REACH THE STATION FROM SEARS LANDING DRAW BRIDGE PROCEED EA0698'SE FROM BRIDGE 0.5 MILE TO T ROAD. TURN RIGHT AND GO 5.0 MILES EA0698'ON HIGHWAY 50 TO A SIDE ROAD TO THE RIGHT. TURN RIGHT AND EA0698'PROCEED 0.1 MILE TO A WHITE CONCRETE TOWER AND STATION SITE ON EA0698'LEFT. EA0698' EA0698'R.M.1 21.18 FT AT MAG.AZ. 192 DEG FROM STATION IN A DRILL EA0698'HOLE IN THE CONCRETE APRON AT THE FOOT OF THE TOWER. IT IS A EA0698'USC AND CS REFERENCE DISK STAMPED TOWER TWO R.M.1. EA0698' EA0698'LINE MARK TO TOWER ONE IS 13.07 FT FROM THE STATION AT MAG.AZ. OF EA0698'223 DEG. THE MARK IS A STANDARD USC AND GS REFERENCE DISK EA0698'STAMPED ONE. EA0698' EA0698'LINE MARK TO TOWER THREE IS 13.33 FT FROM STATION ON MAG.AZ. OF EA0698'234 DEG FROM THE STATION. THE DISK IS A STANDARD USC AND GS EA0698'REFERENCE DISK STAMPED THREE. EA0698 EA0698 STATION RECOVERY (1974) EA0698 EA0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RST) EA0698'STATION, REFERENCE MARK 1, AND LINE MARKERS 1 AND 3 WERE RECOVERED EA0698'AS DESCRIBED. EA0698 EA0698 STATION RECOVERY (1976) EA0698 EA0698'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (JM) EA0698'TOWER NO. 2 RECOVERED OK, STATION ASSUMED TO BE IN GOOD CONDITION. EA0698' EA0698'STATION ITSELF WAS NOT PHYSICALLY OBSERVED. EA0698' EA0698'DISTANCE AND DIRECTION FROM NEAREST TOWN--TOPSAIL. EA0698 EA0698 STATION RECOVERY (1980) EA0698 EA0698'RECOVERY NOTE BY US ENGINEERS 1980 (GRN) EA0698'TOWER TWO 1947 FOUND GOOD, DESCRIPTION ADEQUATE. EA0698 EA0698 STATION RECOVERY (1983) EA0698 EA0698'RECOVERY NOTE BY US POWER SQUADRON 1983 (HHW) EA0698'TOWER LOCATED ON PREMISES OF NEW QUCENS GRANT CONDO. EA0698' EA0698'CONDO PLANS TO MAKE CLUB HOUSE OUT OF TOWER. EA0698' EA0698'TOWER TWO RM NO. 1 FOUND AND IN EXCELLENT CONDITION BUT UNABLE EA0698'TO REACH ROOF TO SEE STATION. EA0698 EA0698 STATION RECOVERY (1984) EA0698 EA0698'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) EA0698'RECOVERED AS DESCRIBED. A 40-FOOT LADDER IS REQUIRED TO INSPECT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0923 *********************************************************************** EA0923 DESIGNATION - TRAILER EA0923 PID - EA0923 EA0923 STATE/COUNTY- NC/PENDER EA0923 USGS QUAD - WALLACE EAST (1981) EA0923 EA0923 *CURRENT SURVEY CONTROL EA0923 ___________________________________________________________________ EA0923* NAD 83(1986)- 34 39 57.17042(N) 077 56 14.64737(W) ADJUSTED EA0923* NAVD 88 - 16.600 (meters) 54.46 (feet) ADJUSTED EA0923 ___________________________________________________________________ EA0923 LAPLACE CORR- -3.92 (seconds) DEFLEC99 EA0923 GEOID HEIGHT- -36.32 (meters) GEOID03 EA0923 DYNAMIC HT - 16.584 (meters) 54.41 (feet) COMP EA0923 MODELED GRAV- 979,676.7 (mgal) NAVD 88 EA0923 EA0923 HORZ ORDER - SECOND EA0923 VERT ORDER - SECOND CLASS II EA0923 EA0923.The North Carolina HARNS have been completed but, EA0923.due to contractual restrictions, coordinates for these stations EA0923.will NOT be published in the near future. In the interim, the EA0923.published coordinates in North Carolina will not be EA0923.consistent with the Continuously Operating Reference Stations EA0923.(CORS). The HARN coordinates for these stations are available EA0923.upon request. Contact Gary Thompson(919-733-3836). EA0923. EA0923.In addition, the published North Carolina positions EA0923.(NAD 83 (1986)) are NOT consistent with those determined in EA0923.adjacent state readjustments. The discontinuity between stations EA0923.located in North Carolina and those in adjacent states EA0923.which have been adjusted to the HARN may be as much as 5 EA0923.decimeters. This will result in a significant loss of accuracy EA0923.over lines crossing such state borders. EA0923 EA0923 EA0923.The horizontal coordinates were established by classical geodetic methods EA0923.and adjusted by the National Geodetic Survey in July 1986. EA0923 EA0923.The orthometric height was determined by differential leveling EA0923.and adjusted by the National Geodetic Survey in June 1991. EA0923 EA0923.The Laplace correction was computed from DEFLEC99 derived deflections. EA0923 EA0923.The geoid height was determined by GEOID03. EA0923 EA0923.The dynamic height is computed by dividing the NAVD 88 EA0923.geopotential number by the normal gravity value computed on the EA0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0923.degrees latitude (g = 980.6199 gals.). EA0923 EA0923.The modeled gravity was interpolated from observed gravity values. EA0923 EA0923; North East Units Scale Factor Converg. EA0923;SPC NC - 102,121.174 706,987.277 MT 0.99992451 +0 36 47.9 EA0923;SPC NC - 335,042.55 2,319,507.42 sFT 0.99992451 +0 36 47.9 EA0923;UTM 18 - 3,839,918.104 230,830.268 MT 1.00049311 -1 40 18.4 EA0923;UTM 17 - 3,840,260.201 780,645.902 MT 1.00057090 +1 44 35.2 EA0923 EA0923! - Elev Factor x Scale Factor = Combined Factor EA0923!SPC NC - 1.00000310 x 0.99992451 = 0.99992761 EA0923!UTM 18 - 1.00000310 x 1.00049311 = 1.00049621 EA0923!UTM 17 - 1.00000310 x 1.00057090 = 1.00057400 EA0923 EA0923|---------------------------------------------------------------------| EA0923| PID Reference Object Distance Geod. Az | EA0923| dddmmss.s | EA0923| EA0922 CHERRY 364.978 METERS 15119 | EA0923| EA0924 GRILL 394.325 METERS 34926 | EA0923|---------------------------------------------------------------------| EA0923 EA0923 SUPERSEDED SURVEY CONTROL EA0923 EA0923 NAD 27 - 34 39 56.57169(N) 077 56 15.69994(W) AD( ) 2 EA0923 NGVD 29 (??/??/92) 16.886 (m) 55.40 (f) ADJ UNCH 2 2 EA0923 EA0923.Superseded values are not recommended for survey control. EA0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0923.See file dsdata.txt to determine how the superseded data were derived. EA0923 EA0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3083039918(NAD 83) EA0923_MARKER: DD = SURVEY DISK EA0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0923_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0923_STAMPING: TRAILER 1968 EA0923 EA0923 HISTORY - Date Condition Report By EA0923 HISTORY - 1968 MONUMENTED NCGS EA0923 HISTORY - 1975 GOOD NCGS EA0923 EA0923 STATION DESCRIPTION EA0923 EA0923'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0923'TRAILER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA0923'IN THE VICINITY OF WALLACE, NORTH CAROLINA. EA0923' EA0923'TRAILER IS LOCATED APPROXIMATELY 6.0 MILES SOUTHEAST OF THE EA0923'CENTER OF WALLACE. TO REACH STATION PROCEED FROM THE EA0923'PENDER-DUPLIN COUNTY LINE, GO SOUTH ON U.S. 117 FOR 4.4 MILES EA0923'TO STATION. WHICH IS ON THE WEST SHOULDER OF U.S. 117 IN EA0923'NORTHWEST QUADRANT OF DRIVEWAY AND U.S. 117 INTERSECTION, 0.8 EA0923'MILE SOUTH OF INTERSECTION OF SR 1315 WITH U.S. 117 AND 1.5 EA0923'MILES NORTH OF INTERSECTION OF SR 1502 AND U.S. 117. EA0923' EA0923'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0923'TRAILER 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EA0923'OF WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EA0923' EA0923'MARK IS EA0923' EA0923'22.0 FT W OF C/L OF U.S. 117 EA0923' EA0923'18.7 FT N OF C/L OF SOIL DRIVEWAY EA0923' EA0923'17.4 FT NE OF N END OF CULVERT UNDER DRIVEWAY EA0923' EA0923'32.7 FT NNE OF S END OF CULVERT UNDER DRIVEWAY EA0923' EA0923'40.6 FT NNE OF CORNER FENCE POST ON W SIDE OF U.S. 117, AND EA0923'WITH ALUMINUM REF. TAG EA0923' EA0923'67.4 FT NE OF TP 22 WITH TELEPHONE PEDESTAL ON W SIDE OF EA0923'U.S. 117, AND WITH ALUMINUM REF. TAG EA0923' EA0923'94.3 FT NE OF PP 16192 WITH TRANSFORMER ON W SIDE OF EA0923'U.S. 117, AND WITH ALUMINUM REF. TAG EA0923 EA0923 STATION RECOVERY (1975) EA0923 EA0923'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0923'2.0 MI NE FROM WATHA. EA0923'TRAILER IS LOCATED APPROXIMATELY 8.0 MILES NORTH OF BURGAW. TO REACH EA0923'STATION FROM THE BRIDGE OVER ROCK FISH CREEK AT THE DUPLIN - PENDER EA0923'COUNTY LINE, PROCEED SOUTH ON US 117 FOR 4.4 MILES TO STATION IN THE EA0923'WEST SHOULDER OF HIGHWAY, IN NORTHWEST QUADRANT OF DRIVEWAY AND US 117 EA0923'INTERSECTION, AND 0.8 MILE SOUTH OF INTERSECTION WITH SR 1315. 22.0 EA0923'FT. W OF C/L OF US 117, 18.7 FT. N OF C/L OF SOIL DRIVEWAY, 17.4 FT. EA0923'NE OF N END OF CULVERT UNDER DRIVEWAY, 32.7 FT. NNE OF SOUTH END OF EA0923'CULVERT UNDER DRIVEWAY, 40.6 FT. NNE OF CORNER FENCE POST WITH EA0923'ALUMINUM REF. TAG, 67.4 FT. NE OF TP NO. 22 WITH ALUMINUM REF. TAG AND EA0923'TELEPHONE PEDESTAL, AND 94.3 FT. NE OF PP NO. 16192 WITH TRANSFORMER EA0923'AND WITH ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER, 3 EA0923'INCHES BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0918 *********************************************************************** EA0918 DESIGNATION - TWIN EA0918 PID - EA0918 EA0918 STATE/COUNTY- NC/PENDER EA0918 USGS QUAD - WALLACE EAST (1981) EA0918 EA0918 *CURRENT SURVEY CONTROL EA0918 ___________________________________________________________________ EA0918* NAD 83(1986)- 34 38 27.95010(N) 077 55 07.14527(W) ADJUSTED EA0918* NAVD 88 - 16.412 (meters) 53.84 (feet) ADJUSTED EA0918 ___________________________________________________________________ EA0918 LAPLACE CORR- -3.86 (seconds) DEFLEC99 EA0918 GEOID HEIGHT- -36.39 (meters) GEOID03 EA0918 DYNAMIC HT - 16.396 (meters) 53.79 (feet) COMP EA0918 MODELED GRAV- 979,674.6 (mgal) NAVD 88 EA0918 EA0918 HORZ ORDER - SECOND EA0918 VERT ORDER - SECOND CLASS II EA0918 EA0918.The North Carolina HARNS have been completed but, EA0918.due to contractual restrictions, coordinates for these stations EA0918.will NOT be published in the near future. In the interim, the EA0918.published coordinates in North Carolina will not be EA0918.consistent with the Continuously Operating Reference Stations EA0918.(CORS). The HARN coordinates for these stations are available EA0918.upon request. Contact Gary Thompson(919-733-3836). EA0918. EA0918.In addition, the published North Carolina positions EA0918.(NAD 83 (1986)) are NOT consistent with those determined in EA0918.adjacent state readjustments. The discontinuity between stations EA0918.located in North Carolina and those in adjacent states EA0918.which have been adjusted to the HARN may be as much as 5 EA0918.decimeters. This will result in a significant loss of accuracy EA0918.over lines crossing such state borders. EA0918 EA0918 EA0918.The horizontal coordinates were established by classical geodetic methods EA0918.and adjusted by the National Geodetic Survey in July 1986. EA0918 EA0918.The orthometric height was determined by differential leveling EA0918.and adjusted by the National Geodetic Survey in June 1991. EA0918 EA0918.The Laplace correction was computed from DEFLEC99 derived deflections. EA0918 EA0918.The geoid height was determined by GEOID03. EA0918 EA0918.The dynamic height is computed by dividing the NAVD 88 EA0918.geopotential number by the normal gravity value computed on the EA0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0918.degrees latitude (g = 980.6199 gals.). EA0918 EA0918.The modeled gravity was interpolated from observed gravity values. EA0918 EA0918; North East Units Scale Factor Converg. EA0918;SPC NC - 99,390.765 708,735.628 MT 0.99992899 +0 37 26.8 EA0918;SPC NC - 326,084.53 2,325,243.47 sFT 0.99992899 +0 37 26.8 EA0918;UTM 18 - 3,837,118.601 232,469.305 MT 1.00048227 -1 39 36.2 EA0918;UTM 17 - 3,837,563.024 782,448.893 MT 1.00058342 +1 45 09.7 EA0918 EA0918! - Elev Factor x Scale Factor = Combined Factor EA0918!SPC NC - 1.00000314 x 0.99992899 = 0.99993213 EA0918!UTM 18 - 1.00000314 x 1.00048227 = 1.00048541 EA0918!UTM 17 - 1.00000314 x 1.00058342 = 1.00058656 EA0918 EA0918: Primary Azimuth Mark Grid Az EA0918:SPC NC - NEWTON 186 43 04.5 EA0918:UTM 18 - NEWTON 189 00 07.5 EA0918:UTM 17 - NEWTON 185 35 21.6 EA0918 EA0918|---------------------------------------------------------------------| EA0918| PID Reference Object Distance Geod. Az | EA0918| dddmmss.s | EA0918| EA0917 NEWTON 447.364 METERS 1872031.3 | EA0918| EA0919 COX APPROX. 0.5 KM 3580600.0 | EA0918|---------------------------------------------------------------------| EA0918 EA0918 SUPERSEDED SURVEY CONTROL EA0918 EA0918 NAD 27 - 34 38 27.35474(N) 077 55 08.19055(W) AD( ) 2 EA0918 NGVD 29 (??/??/92) 16.699 (m) 54.79 (f) ADJ UNCH 2 2 EA0918 EA0918.Superseded values are not recommended for survey control. EA0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0918.See file dsdata.txt to determine how the superseded data were derived. EA0918 EA0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3246937119(NAD 83) EA0918_MARKER: DD = SURVEY DISK EA0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0918_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0918_STAMPING: TWIN 1968 EA0918 EA0918 HISTORY - Date Condition Report By EA0918 HISTORY - 1968 MONUMENTED NCGS EA0918 HISTORY - 1975 GOOD NCGS EA0918 EA0918 STATION DESCRIPTION EA0918 EA0918'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0918'TWIN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA0918'IN THE VICINITY OF BURGAW, NORTH CAROLINA. EA0918' EA0918'TWIN IS LOCATED APPROXIMATELY 6.3 MILES NORTH OF THE CENTER OF EA0918'BURGAW. TO REACH STATION PROCEED FROM THE INTERSECTION OF EA0918'U.S. 117 BUSINESS-BYPASS ON NORTH SIDE OF BURGAW, GO NORTH ON EA0918'U.S. 117 FOR 5.65 MILES TO STATION. WHICH IS ON THE EAST BANK EA0918'OF U.S. 117 UNDER THE NORTH SIDE OF PINE TREE WHICH IS THE EA0918'NORTHERNMOST OF TWO PINE TREES, 0.35 MILE NORTH OF INTERSECTION EA0918'OF SR 1318 WITH U.S. 117 AND 0.6 MILE SOUTH OF INTERSECTION EA0918'OF SR 1507 AND U.S. 117. EA0918' EA0918'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0918'TWIN 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA0918'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EA0918' EA0918'MARK IS EA0918' EA0918'47.3 FT E OF C/L OF U.S. 117 EA0918' EA0918'60.8 FT NE OF 4X4 POST WITH SLIPPERY WHEN WET SIGN ON E SIDE EA0918'OF U.S. 117, AND WITH ALUMINUM REF. TAG EA0918' EA0918'15.4 FT NNW OF 24 INCH PINE TREE (NORTHERNMOST OF TWO TREES), EA0918'ON E SIDE OF U.S. 117, AND WITH ALUMINUM REF. TAG EA0918' EA0918'92.5 FT E OF 18 INCH PINE TREE ON W SIDE OF U.S. 117, AND EA0918'WITH ALUMINUM REF. TAG EA0918 EA0918 STATION RECOVERY (1975) EA0918 EA0918'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0918'2.5 MI E FROM WATHA. EA0918'TWIN IS LOCATED APPROXIMATELY 6.2 MILES NORTH OF BURGAW. TO REACH EA0918'STATION FROM THE INTERSECTION OF US 117 BUSINESS-BYPASS ON NORTH SIDE EA0918'OF BURGAW, PROCEED NORTH ALONG US 117 FOR 5.65 MILES TO STATION ON THE EA0918'EAST BANK OF HIGHWAY UNDER THE NORTH SIDE OF THE NORTHERNMOST OF TWO EA0918'PINE TREES, 0.35 MILE NORTH OF INTERSECTION WITH SR 1318 CROSSROADS, EA0918'AND 0.6 MILE SOUTH OF INTERSECTION OF SR 1507 AND US 117. 47.3 FT. E EA0918'OF C/L OF US 117, 60.8 FT. NE OF SLIPPERY WHEN WET SIGN POST WITH EA0918'ALUMINUM REF. TAG, 15.4 FT. NNW OF 24 INCH PINE (NORTHERNMOST OF TWO EA0918'TREES), WITH ALUMINUM REF. TAG, AND 92.5 FT. E OF 18 INCH PINE WITH EA0918'ALUMINUM REF. TAG ON W SIDE OF US 117. DISK IS SET IN CONCRETE EA0918'CYLINDER, FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1981 *********************************************************************** EB1981 DESIGNATION - UNION EB1981 PID - EB1981 EB1981 STATE/COUNTY- NC/PENDER EB1981 USGS QUAD - COSTIN (1984) EB1981 EB1981 *CURRENT SURVEY CONTROL EB1981 ___________________________________________________________________ EB1981* NAD 83(1986)- 34 30 20.74340(N) 078 03 31.57191(W) ADJUSTED EB1981* NAVD 88 - 15.5 (meters) 51. (feet) VERTCON EB1981 ___________________________________________________________________ EB1981 LAPLACE CORR- -3.37 (seconds) DEFLEC99 EB1981 GEOID HEIGHT- -36.07 (meters) GEOID03 EB1981 EB1981 HORZ ORDER - SECOND EB1981 EB1981.The North Carolina HARNS have been completed but, EB1981.due to contractual restrictions, coordinates for these stations EB1981.will NOT be published in the near future. In the interim, the EB1981.published coordinates in North Carolina will not be EB1981.consistent with the Continuously Operating Reference Stations EB1981.(CORS). The HARN coordinates for these stations are available EB1981.upon request. Contact Gary Thompson(919-733-3836). EB1981. EB1981.In addition, the published North Carolina positions EB1981.(NAD 83 (1986)) are NOT consistent with those determined in EB1981.adjacent state readjustments. The discontinuity between stations EB1981.located in North Carolina and those in adjacent states EB1981.which have been adjusted to the HARN may be as much as 5 EB1981.decimeters. This will result in a significant loss of accuracy EB1981.over lines crossing such state borders. EB1981 EB1981 EB1981.The horizontal coordinates were established by classical geodetic methods EB1981.and adjusted by the National Geodetic Survey in July 1986. EB1981 EB1981.The NAVD 88 height was computed by applying the VERTCON shift value to EB1981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB1981 EB1981.The Laplace correction was computed from DEFLEC99 derived deflections. EB1981 EB1981.The geoid height was determined by GEOID03. EB1981 EB1981; North East Units Scale Factor Converg. EB1981;SPC NC - 84,248.333 696,032.783 MT 0.99995671 +0 32 35.7 EB1981;SPC NC - 276,404.74 2,283,567.56 sFT 0.99995671 +0 32 35.7 EB1981;UTM 17 - 3,822,164.634 770,038.701 MT 1.00049892 +1 40 01.9 EB1981;UTM 18 - 3,822,485.128 219,166.154 MT 1.00057224 -1 44 02.0 EB1981 EB1981! - Elev Factor x Scale Factor = Combined Factor EB1981!SPC NC - 1.00000322 x 0.99995671 = 0.99995993 EB1981!UTM 17 - 1.00000322 x 1.00049892 = 1.00050214 EB1981!UTM 18 - 1.00000322 x 1.00057224 = 1.00057546 EB1981 EB1981: Primary Azimuth Mark Grid Az EB1981:SPC NC - SAW 325 09 08.2 EB1981:UTM 17 - SAW 324 01 42.0 EB1981:UTM 18 - SAW 327 25 45.9 EB1981 EB1981|---------------------------------------------------------------------| EB1981| PID Reference Object Distance Geod. Az | EB1981| dddmmss.s | EB1981| EB1988 SAW APPROX. 0.8 KM 3254143.9 | EB1981|---------------------------------------------------------------------| EB1981 EB1981 SUPERSEDED SURVEY CONTROL EB1981 EB1981 NAD 27 - 34 30 20.13984(N) 078 03 32.59090(W) AD( ) 2 EB1981 NGVD 29 (07/19/86) 15.8 (m) 52. (f) VERT ANG EB1981 EB1981.Superseded values are not recommended for survey control. EB1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1981.See file dsdata.txt to determine how the superseded data were derived. EB1981 EB1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU7003922165(NAD 83) EB1981_MARKER: DE = TRAVERSE STATION DISK EB1981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1981_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB1981_STAMPING: UNION 1973 EB1981_MARK LOGO: NCGS EB1981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1981+STABILITY: SURFACE MOTION EB1981 EB1981 HISTORY - Date Condition Report By EB1981 HISTORY - 1973 MONUMENTED NCGS EB1981 HISTORY - 1980 GOOD LOCSUR EB1981 HISTORY - 1986 GOOD USPSQD EB1981 HISTORY - 20040619 MARK NOT FOUND USPSQD EB1981 EB1981 STATION DESCRIPTION EB1981 EB1981'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB1981'UNION IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB1981'VICINITY OF CURRIE, NORTH CAROLINA. EB1981' EB1981'UNION IS LOCATED APPROXIMATELY 03.8 MILES NE OF CURRIE, AND 08.3 EB1981'MILES WSW OF BURGAW. TO REACH THE STATION FROM INTERSECTION OF US EB1981'421 AND NC 53 (WARDS CORNER) WEST OF BURGAW. PROCEED SOUTH ALONG EB1981'US 421 FOR 2.05 MILES TO STATION ON THE LEFT BESIDE A PP. 0.05 EB1981'MILES NORTH OF INTERSECTION WITH SR 1123 (WEST) NEAR UNION CHAPEL EB1981'BAPTIST CHURCH. ACROSS THE HIGHWAY AND APPROXIMATELY 200 FEET NE EB1981'OF ROCKY POINT POINT MILLING COMPANY. EB1981' EB1981'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED UNION EB1981'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB1981'FLUSH WITH THE SURFACE OF THE GROUND. EB1981' EB1981'MARK IS EB1981' EB1981'47.9 FEET ENE OF C/L OF US 421. EB1981'5.4 FEET SSE OF THE CENTER OF A EAST-WEST DRAIN DITCH. EB1981'3.7 FEET SW OF PP NO. 29878 W/ALUMINUM REF. TAG. EB1981'98.4 FEET NE OF 16 INCH PINE TREE ON (WEST) SIDE OF US 421 EB1981'W/ALUMINUM REF. TAG. EB1981 EB1981 STATION RECOVERY (1980) EB1981 EB1981'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 EB1981'UNION 1973 RECOVERED GOOD. EB1981' EB1981'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5.8 MI. NE OF EB1981'CURRIE. EB1981 EB1981 STATION RECOVERY (1986) EB1981 EB1981'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHW) EB1981'RECOVERED IN GOOD CONDITION. EB1981 EB1981 STATION RECOVERY (2004) EB1981 EB1981'RECOVERY NOTE BY US POWER SQUADRON 2004 EB1981'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1558 *********************************************************************** EA1558 DESIGNATION - VILLAS EA1558 PID - EA1558 EA1558 STATE/COUNTY- NC/PENDER EA1558 USGS QUAD - TOPSAIL (1970) EA1558 EA1558 *CURRENT SURVEY CONTROL EA1558 ___________________________________________________________________ EA1558* NAD 83(1986)- 34 24 30.46034(N) 077 39 29.09707(W) ADJUSTED EA1558* NAVD 88 - 13.2 (meters) 43. (feet) VERTCON EA1558 ___________________________________________________________________ EA1558 LAPLACE CORR- -3.76 (seconds) DEFLEC99 EA1558 GEOID HEIGHT- -37.20 (meters) GEOID03 EA1558 EA1558 HORZ ORDER - SECOND EA1558 EA1558.The North Carolina HARNS have been completed but, EA1558.due to contractual restrictions, coordinates for these stations EA1558.will NOT be published in the near future. In the interim, the EA1558.published coordinates in North Carolina will not be EA1558.consistent with the Continuously Operating Reference Stations EA1558.(CORS). The HARN coordinates for these stations are available EA1558.upon request. Contact Gary Thompson(919-733-3836). EA1558. EA1558.In addition, the published North Carolina positions EA1558.(NAD 83 (1986)) are NOT consistent with those determined in EA1558.adjacent state readjustments. The discontinuity between stations EA1558.located in North Carolina and those in adjacent states EA1558.which have been adjusted to the HARN may be as much as 5 EA1558.decimeters. This will result in a significant loss of accuracy EA1558.over lines crossing such state borders. EA1558 EA1558 EA1558.The horizontal coordinates were established by classical geodetic methods EA1558.and adjusted by the National Geodetic Survey in January 1988. EA1558 EA1558.The NAVD 88 height was computed by applying the VERTCON shift value to EA1558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA1558 EA1558.The Laplace correction was computed from DEFLEC99 derived deflections. EA1558 EA1558.The geoid height was determined by GEOID03. EA1558 EA1558; North East Units Scale Factor Converg. EA1558;SPC NC - 73,879.136 732,971.226 MT 0.99998004 +0 46 28.3 EA1558;SPC NC - 242,385.13 2,404,756.43 sFT 0.99998004 +0 46 28.3 EA1558;UTM 18 - 3,810,650.729 255,681.064 MT 1.00033583 -1 30 10.1 EA1558 EA1558! - Elev Factor x Scale Factor = Combined Factor EA1558!SPC NC - 1.00000377 x 0.99998004 = 0.99998381 EA1558!UTM 18 - 1.00000377 x 1.00033583 = 1.00033961 EA1558 EA1558: Primary Azimuth Mark Grid Az EA1558:SPC NC - X 115 038 06 24.1 EA1558:UTM 18 - X 115 040 23 02.5 EA1558 EA1558|---------------------------------------------------------------------| EA1558| PID Reference Object Distance Geod. Az | EA1558| dddmmss.s | EA1558| EA0466 X 115 APPROX. 0.6 KM 0385252.4 | EA1558|---------------------------------------------------------------------| EA1558 EA1558 SUPERSEDED SURVEY CONTROL EA1558 EA1558 NGVD 29 (01/20/88) 13.5 (m) 44. (f) VERT ANG EA1558 EA1558.Superseded values are not recommended for survey control. EA1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1558.See file dsdata.txt to determine how the superseded data were derived. EA1558 EA1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5568110651(NAD 83) EA1558_MARKER: DH = HORIZONTAL CONTROL DISK EA1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1558_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1558_STAMPING: VILLAS 1984 EA1558_MARK LOGO: NCGS EA1558_MAGNETIC: O = OTHER; SEE DESCRIPTION EA1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1558+STABILITY: SURFACE MOTION EA1558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1558+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1999 EA1558 EA1558 HISTORY - Date Condition Report By EA1558 HISTORY - 1984 MONUMENTED NCGS EA1558 HISTORY - 1986 GOOD USPSQD EA1558 HISTORY - 1989 GOOD USPSQD EA1558 HISTORY - 19990701 SEE DESCRIPTION NCGS EA1558 HISTORY - 20050313 MARK NOT FOUND USPSQD EA1558 EA1558 STATION DESCRIPTION EA1558 EA1558'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) EA1558'STATION IS LOCATED ABOUT 6.8 KM (4.2 MI) NORTHEAST OF HAMPSTEAD AND EA1558'13.8 KM (8.6 MI) SOUTHWEST OF HOLLY RIDGE. EA1558' EA1558'ALONG US 17 FOR 6.8 KM (4.2 MI) NORTHEAST FROM THE INTERSECTION WITH EA1558'NC 210 (IN HAMPSTEAD), NEAR A SANDY ROAD LEADING SOUTHEAST. EA1558' EA1558'THE STATION IS A STANDARD NCGS DISK STAMPED---VILLAS 1984---, SET IN EA1558'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER, RECESSED 8 EA1558'CM BELOW GROUND. LOCATED EA1558'7.0 METERS (22.9 FT) SOUTHEAST OF CENTERLINE OF HIGHWAY, EA1558'6.7 METERS (21.9 FT) WEST OF THE SOUTH END OF A HIGHWAY CULVERT, EA1558'AND--, 22.3 METERS (73.3 FT) WEST OF A 18 INCH PINE, EA1558'21.6 METERS (71.0 FT) NORTHWEST OF A 18 INCH PINE, EA1558'49.6 METERS (162.9 FT) NORTH-NORTHEAST OF A BILLBOARD POST, AND EA1558'52.0 METERS (70.6 FT) NORTHEAST OF A POWER POLE (247) WITH EA1558'TRANSFORMER--ALL WITH REFERENCE TAGS. EA1558' EA1558'MARK IS ABOUT 0.5 FOOT BELOW CENTERLINE OF HIGHWAY. EA1558 EA1558 STATION RECOVERY (1986) EA1558 EA1558'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB) EA1558'RECOVERED IN GOOD CONDITION. EA1558 EA1558 STATION RECOVERY (1989) EA1558 EA1558'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMP) EA1558'RECOVERED IN GOOD CONDITION. EA1558 EA1558 STATION RECOVERY (1999) EA1558 EA1558'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH) EA1558'NOT FOUND PROBABLY LOST DUE TO HIGHWAY CONSTRUCTION. REFERENCED AREA EA1558'FALLS IN ASPHALT. EA1558 EA1558 STATION RECOVERY (2005) EA1558 EA1558'RECOVERY NOTE BY US POWER SQUADRON 2005 EA1558'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2510 *********************************************************************** EA2510 DESIGNATION - VIRGINIA EA2510 PID - EA2510 EA2510 STATE/COUNTY- NC/PENDER EA2510 USGS QUAD - HOLLY RIDGE (1997) EA2510 EA2510 *CURRENT SURVEY CONTROL EA2510 ___________________________________________________________________ EA2510* NAD 83(1986)- 34 24 57.09102(N) 077 35 18.93767(W) ADJUSTED EA2510* NAVD 88 - -0. (meters) -0. (feet) SCALED EA2510 ___________________________________________________________________ EA2510 LAPLACE CORR- -2.65 (seconds) DEFLEC99 EA2510 GEOID HEIGHT- -37.35 (meters) GEOID03 EA2510 EA2510 HORZ ORDER - THIRD EA2510 EA2510.The North Carolina HARNS have been completed but, EA2510.due to contractual restrictions, coordinates for these stations EA2510.will NOT be published in the near future. In the interim, the EA2510.published coordinates in North Carolina will not be EA2510.consistent with the Continuously Operating Reference Stations EA2510.(CORS). The HARN coordinates for these stations are available EA2510.upon request. Contact Gary Thompson(919-733-3836). EA2510. EA2510.In addition, the published North Carolina positions EA2510.(NAD 83 (1986)) are NOT consistent with those determined in EA2510.adjacent state readjustments. The discontinuity between stations EA2510.located in North Carolina and those in adjacent states EA2510.which have been adjusted to the HARN may be as much as 5 EA2510.decimeters. This will result in a significant loss of accuracy EA2510.over lines crossing such state borders. EA2510 EA2510 EA2510.The horizontal coordinates were established by classical geodetic methods EA2510.and adjusted by the National Geodetic Survey in July 1986. EA2510 EA2510.The orthometric height was scaled from a topographic map. EA2510 EA2510.The Laplace correction was computed from DEFLEC99 derived deflections. EA2510 EA2510.The geoid height was determined by GEOID03. EA2510 EA2510; North East Units Scale Factor Converg. EA2510;SPC NC - 74,788.224 739,347.628 MT 0.99997817 +0 48 52.6 EA2510;SPC NC - 245,367.70 2,425,676.34 sFT 0.99997817 +0 48 52.6 EA2510;UTM 18 - 3,811,305.887 262,090.723 MT 1.00029773 -1 27 49.5 EA2510 EA2510! - Elev Factor x Scale Factor = Combined Factor EA2510!SPC NC - 1.00000591 x 0.99997817 = 0.99998408 EA2510!UTM 18 - 1.00000591 x 1.00029773 = 1.00030364 EA2510 EA2510: Primary Azimuth Mark Grid Az EA2510:SPC NC - BECK 052 43 16.2 EA2510:UTM 18 - BECK 054 59 58.3 EA2510 EA2510|---------------------------------------------------------------------| EA2510| PID Reference Object Distance Geod. Az | EA2510| dddmmss.s | EA2510| EA2490 BECK APPROX. 1.5 KM 0533208.8 | EA2510|---------------------------------------------------------------------| EA2510 EA2510 SUPERSEDED SURVEY CONTROL EA2510 EA2510 NAD 27 - 34 24 56.48900(N) 077 35 20.04000(W) AD( ) 3 EA2510 EA2510.Superseded values are not recommended for survey control. EA2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2510.See file dsdata.txt to determine how the superseded data were derived. EA2510 EA2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6209111306(NAD 83) EA2510_MARKER: Z = SEE DESCRIPTION EA2510_SETTING: 0 = UNSPECIFIED SETTING EA2510_MARK LOGO: NONE EA2510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA2510 EA2510 HISTORY - Date Condition Report By EA2510 HISTORY - 1914 MONUMENTED CGS EA2510 HISTORY - 1964 SEE DESCRIPTION CGS EA2510 EA2510 STATION DESCRIPTION EA2510 EA2510'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS) EA2510'STATION IS ON THE POINT OF A SHELL ROCK ISLAND AT THE MOUTH OF EA2510'VIRGINIA CREEK. EA2510' EA2510'THE STATION IS MARKED BY A 4- BY 4-INCH STAKE DRIVEN IN THE EA2510'GROUND WITH A COPPER TACK FOR A CENTER MARK. EA2510 EA2510 STATION RECOVERY (1964) EA2510 EA2510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (HGL) EA2510'STATION IS A 4 X 4 INCH STAKE DRIVEN IN THE GROUND. IT IS EA2510'RECOMMENDED THIS STATION BE CLASSIFIED AS DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1980 *********************************************************************** EB1980 DESIGNATION - WALKER EB1980 PID - EB1980 EB1980 STATE/COUNTY- NC/PENDER EB1980 USGS QUAD - WALLACE WEST (1984) EB1980 EB1980 *CURRENT SURVEY CONTROL EB1980 ___________________________________________________________________ EB1980* NAD 83(1986)- 34 40 06.89875(N) 078 01 58.82004(W) ADJUSTED EB1980* NAVD 88 - 19.7 (meters) 65. (feet) VERTCON EB1980 ___________________________________________________________________ EB1980 LAPLACE CORR- -3.90 (seconds) DEFLEC99 EB1980 GEOID HEIGHT- -36.08 (meters) GEOID03 EB1980 EB1980 HORZ ORDER - SECOND EB1980 EB1980.The North Carolina HARNS have been completed but, EB1980.due to contractual restrictions, coordinates for these stations EB1980.will NOT be published in the near future. In the interim, the EB1980.published coordinates in North Carolina will not be EB1980.consistent with the Continuously Operating Reference Stations EB1980.(CORS). The HARN coordinates for these stations are available EB1980.upon request. Contact Gary Thompson(919-733-3836). EB1980. EB1980.In addition, the published North Carolina positions EB1980.(NAD 83 (1986)) are NOT consistent with those determined in EB1980.adjacent state readjustments. The discontinuity between stations EB1980.located in North Carolina and those in adjacent states EB1980.which have been adjusted to the HARN may be as much as 5 EB1980.decimeters. This will result in a significant loss of accuracy EB1980.over lines crossing such state borders. EB1980 EB1980 EB1980.The horizontal coordinates were established by classical geodetic methods EB1980.and adjusted by the National Geodetic Survey in July 1986. EB1980 EB1980.The NAVD 88 height was computed by applying the VERTCON shift value to EB1980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB1980 EB1980.The Laplace correction was computed from DEFLEC99 derived deflections. EB1980 EB1980.The geoid height was determined by GEOID03. EB1980 EB1980; North East Units Scale Factor Converg. EB1980;SPC NC - 102,331.347 698,222.680 MT 0.99992403 +0 33 29.2 EB1980;SPC NC - 335,732.09 2,290,752.24 sFT 0.99992403 +0 33 29.2 EB1980;UTM 17 - 3,840,297.476 771,873.458 MT 1.00051114 +1 41 19.5 EB1980;UTM 18 - 3,840,477.857 222,075.783 MT 1.00055216 -1 43 34.9 EB1980 EB1980! - Elev Factor x Scale Factor = Combined Factor EB1980!SPC NC - 1.00000256 x 0.99992403 = 0.99992659 EB1980!UTM 17 - 1.00000256 x 1.00051114 = 1.00051371 EB1980!UTM 18 - 1.00000256 x 1.00055216 = 1.00055473 EB1980 EB1980: Primary Azimuth Mark Grid Az EB1980:SPC NC - PIGFORD 068 33 48.3 EB1980:UTM 17 - PIGFORD 067 25 58.0 EB1980:UTM 18 - PIGFORD 070 50 52.4 EB1980 EB1980|---------------------------------------------------------------------| EB1980| PID Reference Object Distance Geod. Az | EB1980| dddmmss.s | EB1980| EB1976 PIGFORD APPROX. 1.0 KM 0690717.5 | EB1980|---------------------------------------------------------------------| EB1980 EB1980 SUPERSEDED SURVEY CONTROL EB1980 EB1980 NAD 27 - 34 40 06.29195(N) 078 01 59.86243(W) AD( ) 2 EB1980 NGVD 29 (07/19/86) 20.0 (m) 66. (f) VERT ANG EB1980 EB1980.Superseded values are not recommended for survey control. EB1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1980.See file dsdata.txt to determine how the superseded data were derived. EB1980 EB1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU7187340297(NAD 83) EB1980_MARKER: DE = TRAVERSE STATION DISK EB1980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1980_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB1980_STAMPING: WALKER 1973 EB1980_MARK LOGO: NCGS EB1980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1980+STABILITY: SURFACE MOTION EB1980 EB1980 HISTORY - Date Condition Report By EB1980 HISTORY - 1973 MONUMENTED NCGS EB1980 EB1980 STATION DESCRIPTION EB1980 EB1980'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB1980'WALKER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB1980'VICINITY OF PERDERLEA, NORTH CAROLINA. EB1980' EB1980'WALKER IS LOCATED APPROXIMATELY 1.2 MILES NE OF PENDERLEA, AND 3.35 EB1980'MILES WSW OF WILLARD. TO REACH STATION FROM INTERSECTION OF SR 1321 EB1980'AND SR 1326 IN CENTER OF PENDERLEA, PROCEED NE ALONG SR 1321 FOR EB1980'1.15 MILES TO STATION ON RIGHT SHOULDER, AND 0.1 MILES SW OF EB1980'INTERSECTION WITH SR 1323 (NW). EB1980' EB1980'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED WALKER EB1980'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 6 EB1980'INCHES BELOW THE GROUND. EB1980' EB1980'MARK IS EB1980' EB1980'13.5 FEET SSE OF C/L OF SR 1321. EB1980'70.0 FEET NE OF TP W/ALUMINUM REF. TAG. EB1980'36.5 FEET NE OF 10 INCH OAK W/ALUMINUM REF. TAG. EB1980'19.4 FEET W OF 16 INCH OAK W/ALUMINUM REF. TAG. EB1980'60.1 FEET SE OF TP NO. 88 W/ALUMINUM REF. TAG. EB1980'67.4 FEET SSW OF C/L JCT BOX. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2960 *********************************************************************** EA2960 DESIGNATION - WALTON EA2960 PID - EA2960 EA2960 STATE/COUNTY- NC/PENDER EA2960 USGS QUAD - BURGAW (1988) EA2960 EA2960 *CURRENT SURVEY CONTROL EA2960 ___________________________________________________________________ EA2960* NAD 83(1986)- 34 33 16.06938(N) 077 54 50.41019(W) ADJUSTED EA2960* NAVD 88 - 14.3 (meters) 47. (feet) VERTCON EA2960 ___________________________________________________________________ EA2960 LAPLACE CORR- -4.14 (seconds) DEFLEC99 EA2960 GEOID HEIGHT- -36.43 (meters) GEOID03 EA2960 EA2960 HORZ ORDER - SECOND EA2960 EA2960.The North Carolina HARNS have been completed but, EA2960.due to contractual restrictions, coordinates for these stations EA2960.will NOT be published in the near future. In the interim, the EA2960.published coordinates in North Carolina will not be EA2960.consistent with the Continuously Operating Reference Stations EA2960.(CORS). The HARN coordinates for these stations are available EA2960.upon request. Contact Gary Thompson(919-733-3836). EA2960. EA2960.In addition, the published North Carolina positions EA2960.(NAD 83 (1986)) are NOT consistent with those determined in EA2960.adjacent state readjustments. The discontinuity between stations EA2960.located in North Carolina and those in adjacent states EA2960.which have been adjusted to the HARN may be as much as 5 EA2960.decimeters. This will result in a significant loss of accuracy EA2960.over lines crossing such state borders. EA2960 EA2960 EA2960.The horizontal coordinates were established by classical geodetic methods EA2960.and adjusted by the National Geodetic Survey in July 1986. EA2960 EA2960.The NAVD 88 height was computed by applying the VERTCON shift value to EA2960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2960 EA2960.The Laplace correction was computed from DEFLEC99 derived deflections. EA2960 EA2960.The geoid height was determined by GEOID03. EA2960 EA2960; North East Units Scale Factor Converg. EA2960;SPC NC - 89,786.057 709,266.911 MT 0.99994610 +0 37 36.5 EA2960;SPC NC - 294,573.09 2,326,986.52 sFT 0.99994610 +0 37 36.5 EA2960;UTM 18 - 3,827,495.117 232,617.746 MT 1.00048131 -1 39 13.6 EA2960 EA2960! - Elev Factor x Scale Factor = Combined Factor EA2960!SPC NC - 1.00000347 x 0.99994610 = 0.99994957 EA2960!UTM 18 - 1.00000347 x 1.00048131 = 1.00048478 EA2960 EA2960: Primary Azimuth Mark Grid Az EA2960:SPC NC - MILTON 162 00 15.2 EA2960:UTM 18 - MILTON 164 17 05.3 EA2960 EA2960|---------------------------------------------------------------------| EA2960| PID Reference Object Distance Geod. Az | EA2960| dddmmss.s | EA2960| EA0907 MILTON APPROX. 1.5 KM 1623751.7 | EA2960|---------------------------------------------------------------------| EA2960 EA2960 SUPERSEDED SURVEY CONTROL EA2960 EA2960 NAD 27 - 34 33 15.47497(N) 077 54 51.44784(W) AD( ) 2 EA2960 NGVD 29 (07/19/86) 14.6 (m) 48. (f) VERT ANG EA2960 EA2960.Superseded values are not recommended for survey control. EA2960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2960.See file dsdata.txt to determine how the superseded data were derived. EA2960 EA2960_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3261827495(NAD 83) EA2960_MARKER: DE = TRAVERSE STATION DISK EA2960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2960_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2960_STAMPING: WALTON 1968 EA2960_MARK LOGO: NCGS EA2960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2960+STABILITY: SURFACE MOTION EA2960 EA2960 HISTORY - Date Condition Report By EA2960 HISTORY - 1968 MONUMENTED NCGS EA2960 HISTORY - 1973 MARK NOT FOUND NCGS EA2960 HISTORY - 20040619 MARK NOT FOUND USPSQD EA2960 EA2960 STATION DESCRIPTION EA2960 EA2960'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA2960'WALTON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA2960'IN THE VICINITY OF BURGAW, NORTH CAROLINA. EA2960' EA2960'WALTON IS LOCATED APPROXIMATELY 0.7 MILE ENE OF THE CENTER OF EA2960'BURGAW. TO REACH STATION PROCEED FROM THE INTERSECTION OF EA2960'NC 53 WITH U.S. 117 BYPASS, GO SOUTH ON U.S. 117 BYPSS FOR 0.4 EA2960'MILE TO INTERSECTION OF SR 1510 (WILMINGTON ST.) WITH U.S. 117 EA2960'BYPASS, AND STATION. WHICH IS IN THE SOUTHEAST QUADRANT OF EA2960'INTERSECTION, IN NORTH SIDE OF NORTHWEST TRAFFIC ISLAND FOR EA2960'PHILLIPS 66 SERVICE STATION. EA2960' EA2960'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA2960'WALTON 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA2960'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EA2960' EA2960'MARK IS EA2960' EA2960'61.4 FT SSE OF FIRE HYDRANT IN NE QUADRANT OF INTERSECTION EA2960'OF SR 1510 WITH U.S. 117 BYPASS EA2960' EA2960'5.0 FT SE OF N CURB OF NW TRAFFIC ISLAND FOR PHILLIPS 66 EA2960'SERVICE STATION EA2960' EA2960'20.9 FT NE OF 4X4 POST WITH WILMINGTON-JACKSONVILLE SIGN EA2960'IN NW TRAFFIC ISLAND, AND WITH ALUMINUM REF. TAG EA2960' EA2960'31.0 FT ENE OF CENTER OF MANHOLE COVER ON E SIDE OF U.S. 117 BYPASS EA2960' EA2960'35.3 FT NE OF W END OF NW TRAFFIC ISLAND FOR PHILLIPS 66 EA2960'SERVICE STATION EA2960' EA2960'28.3 FT NW OF S CURB AROUND NW TRAFFIC ISLAND OF PHILLIPS 66 EA2960'SERVICE STATION EA2960' EA2960'31.1 FT W OF METAL LIGHT POST FOR PHILLIPS 66 STATION, IN NW EA2960'TRAFFIC ISLAND EA2960' EA2960'26.9 FT WSW OF PP IN E END OF NW TRAFFIC ISLAND FOR PHILLIPS EA2960'66 STATION, AND WITH ALUMINUM REF. TAG EA2960' EA2960'61.7 FT S OF PP 707 IN NE QUADRANT OF INTERSECTION OF SR EA2960'1510 WITH U.S. 117 BYPASS, AND WITH ALUMINUM REF. TAG EA2960 EA2960 STATION RECOVERY (1973) EA2960 EA2960'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EA2960'MONUMENT FOUND DESTROYED, REPLACED BY WALTON 2 1973 IN VICINITY. EA2960 EA2960 STATION RECOVERY (2004) EA2960 EA2960'RECOVERY NOTE BY US POWER SQUADRON 2004 EA2960'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0908 *********************************************************************** EA0908 DESIGNATION - WALTON 2 EA0908 PID - EA0908 EA0908 STATE/COUNTY- NC/PENDER EA0908 USGS QUAD - BURGAW (1988) EA0908 EA0908 *CURRENT SURVEY CONTROL EA0908 ___________________________________________________________________ EA0908* NAD 83(1986)- 34 33 16.12765(N) 077 54 50.16285(W) ADJUSTED EA0908* NAVD 88 - 14.344 (meters) 47.06 (feet) ADJUSTED EA0908 ___________________________________________________________________ EA0908 LAPLACE CORR- -4.14 (seconds) DEFLEC99 EA0908 GEOID HEIGHT- -36.43 (meters) GEOID03 EA0908 DYNAMIC HT - 14.330 (meters) 47.01 (feet) COMP EA0908 MODELED GRAV- 979,676.1 (mgal) NAVD 88 EA0908 EA0908 HORZ ORDER - SECOND EA0908 VERT ORDER - SECOND CLASS II EA0908 EA0908.The North Carolina HARNS have been completed but, EA0908.due to contractual restrictions, coordinates for these stations EA0908.will NOT be published in the near future. In the interim, the EA0908.published coordinates in North Carolina will not be EA0908.consistent with the Continuously Operating Reference Stations EA0908.(CORS). The HARN coordinates for these stations are available EA0908.upon request. Contact Gary Thompson(919-733-3836). EA0908. EA0908.In addition, the published North Carolina positions EA0908.(NAD 83 (1986)) are NOT consistent with those determined in EA0908.adjacent state readjustments. The discontinuity between stations EA0908.located in North Carolina and those in adjacent states EA0908.which have been adjusted to the HARN may be as much as 5 EA0908.decimeters. This will result in a significant loss of accuracy EA0908.over lines crossing such state borders. EA0908 EA0908 EA0908.The horizontal coordinates were established by classical geodetic methods EA0908.and adjusted by the National Geodetic Survey in July 1986. EA0908 EA0908.The orthometric height was determined by differential leveling EA0908.and adjusted by the National Geodetic Survey in June 1991. EA0908 EA0908.The Laplace correction was computed from DEFLEC99 derived deflections. EA0908 EA0908.The geoid height was determined by GEOID03. EA0908 EA0908.The dynamic height is computed by dividing the NAVD 88 EA0908.geopotential number by the normal gravity value computed on the EA0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0908.degrees latitude (g = 980.6199 gals.). EA0908 EA0908.The modeled gravity was interpolated from observed gravity values. EA0908 EA0908; North East Units Scale Factor Converg. EA0908;SPC NC - 89,787.921 709,273.197 MT 0.99994609 +0 37 36.6 EA0908;SPC NC - 294,579.20 2,327,007.15 sFT 0.99994609 +0 37 36.6 EA0908;UTM 18 - 3,827,496.731 232,624.104 MT 1.00048127 -1 39 13.4 EA0908 EA0908! - Elev Factor x Scale Factor = Combined Factor EA0908!SPC NC - 1.00000347 x 0.99994609 = 0.99994956 EA0908!UTM 18 - 1.00000347 x 1.00048127 = 1.00048474 EA0908 EA0908: Primary Azimuth Mark Grid Az EA0908:SPC NC - MOTEL 314 41 46.7 EA0908:UTM 18 - MOTEL 316 58 36.7 EA0908 EA0908|---------------------------------------------------------------------| EA0908| PID Reference Object Distance Geod. Az | EA0908| dddmmss.s | EA0908| EA0910 MOTEL APPROX. 0.9 KM 3151923.3 | EA0908|---------------------------------------------------------------------| EA0908 EA0908 SUPERSEDED SURVEY CONTROL EA0908 EA0908 NAD 27 - 34 33 15.53235(N) 077 54 51.19990(W) AD( ) 2 EA0908 NGVD 29 (??/??/92) 14.635 (m) 48.02 (f) ADJ UNCH 2 2 EA0908 EA0908.Superseded values are not recommended for survey control. EA0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0908.See file dsdata.txt to determine how the superseded data were derived. EA0908 EA0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3262427497(NAD 83) EA0908_MARKER: DD = SURVEY DISK EA0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0908_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0908_STAMPING: WALTON 2 1973 EA0908 EA0908 HISTORY - Date Condition Report By EA0908 HISTORY - 1973 MONUMENTED NCGS EA0908 HISTORY - 1974 GOOD NGS EA0908 HISTORY - 1975 GOOD NCGS EA0908 EA0908 STATION DESCRIPTION EA0908 EA0908'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EA0908'WALTON 2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA0908'THE VICINITY OF BURGAW, NORTH CAROLINA. EA0908' EA0908'WALTON 2 IS LOCATED APPROXIMATELY AT THE EAST EDGE OF BURGAW. THE EA0908'STATION IS LOCATED IN THE SE QUADRANT OF THE INTERSECTION OF US 117 EA0908'WITH SR 1510 IN BURGAW, AND IN A DIRT TRAFFIC ISLAND AT THE WEST EA0908'BASE OF A TELEPHONE BOOTH. EA0908' EA0908'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED WALTON EA0908'2 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EA0908'FLUSH WITH THE SURFACE OF THE GROUND. EA0908' EA0908'MARK IS EA0908'73.0 FEET NE OF C/L OF US 117. EA0908'31.5 FEET SE OF C/L OF SR 1510. EA0908'67.5 FEET SSE OF PP NO. 707 W/ALUMINUM REF. TAG. EA0908'7.2 FEET SSW OF GUY POLE W/ALUMINUM REF. TAG. EA0908'2.0 FEET WSW OF THE WEST EDGE OF CONCRETE BASE OF TELEPHONE EA0908'BOOTH. 65.9 FEET SE OF A FIRE PLUG. EA0908 EA0908 STATION RECOVERY (1974) EA0908 EA0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (LFS) EA0908'WALTON 2 1973 RECOVERED GOOD. EA0908' EA0908'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN E. SECTION OF BURGAW. EA0908 EA0908 STATION RECOVERY (1975) EA0908 EA0908'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0908'IN BURGAW. EA0908'STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF US EA0908'117 WITH SR 1510 AND IN A DIRT TRAFFIC ISLAND AT THE WEST BASE OF A EA0908'TELEPHONE BOOTH. 73.0 FT. NE OF C/L OF US 117, 31.5 FT. SE OF C/L OF EA0908'SR 1510, 67.5 FT. SSE OF PP NO. 707 WITH ALUMINUM REF. TAG, 7.2 FT. EA0908'SSW OF GUY POLE WITH ALUMINUM REF. TAG, 2.0 FT. WSW OF W EDGE OF EA0908'CONCRETE BASE OF TELEPHONE BOOTH, AND 65.9 FT. SE OF A FIRE PLUG. DISK EA0908'IS SET IN CONCRETE CYLINDER, FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1987 *********************************************************************** EB1987 DESIGNATION - WARDS EB1987 PID - EB1987 EB1987 STATE/COUNTY- NC/PENDER EB1987 USGS QUAD - COSTIN (1984) EB1987 EB1987 *CURRENT SURVEY CONTROL EB1987 ___________________________________________________________________ EB1987* NAD 83(1986)- 34 32 02.96340(N) 078 04 16.19672(W) ADJUSTED EB1987* NAVD 88 - 16.7 (meters) 55. (feet) VERTCON EB1987 ___________________________________________________________________ EB1987 LAPLACE CORR- -3.18 (seconds) DEFLEC99 EB1987 GEOID HEIGHT- -36.05 (meters) GEOID03 EB1987 EB1987 HORZ ORDER - SECOND EB1987 EB1987.The North Carolina HARNS have been completed but, EB1987.due to contractual restrictions, coordinates for these stations EB1987.will NOT be published in the near future. In the interim, the EB1987.published coordinates in North Carolina will not be EB1987.consistent with the Continuously Operating Reference Stations EB1987.(CORS). The HARN coordinates for these stations are available EB1987.upon request. Contact Gary Thompson(919-733-3836). EB1987. EB1987.In addition, the published North Carolina positions EB1987.(NAD 83 (1986)) are NOT consistent with those determined in EB1987.adjacent state readjustments. The discontinuity between stations EB1987.located in North Carolina and those in adjacent states EB1987.which have been adjusted to the HARN may be as much as 5 EB1987.decimeters. This will result in a significant loss of accuracy EB1987.over lines crossing such state borders. EB1987 EB1987 EB1987.The horizontal coordinates were established by classical geodetic methods EB1987.and adjusted by the National Geodetic Survey in July 1986. EB1987 EB1987.The NAVD 88 height was computed by applying the VERTCON shift value to EB1987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB1987 EB1987.The Laplace correction was computed from DEFLEC99 derived deflections. EB1987 EB1987.The geoid height was determined by GEOID03. EB1987 EB1987; North East Units Scale Factor Converg. EB1987;SPC NC - 87,387.175 694,865.063 MT 0.99995043 +0 32 09.9 EB1987;SPC NC - 286,702.76 2,279,736.46 sFT 0.99995043 +0 32 09.9 EB1987;UTM 17 - 3,825,281.639 768,808.935 MT 1.00049074 +1 39 40.8 EB1987;UTM 18 - 3,825,669.879 218,123.455 MT 1.00057947 -1 44 31.9 EB1987 EB1987! - Elev Factor x Scale Factor = Combined Factor EB1987!SPC NC - 1.00000303 x 0.99995043 = 0.99995346 EB1987!UTM 17 - 1.00000303 x 1.00049074 = 1.00049377 EB1987!UTM 18 - 1.00000303 x 1.00057947 = 1.00058250 EB1987 EB1987: Primary Azimuth Mark Grid Az EB1987:SPC NC - HEDGE 063 09 14.2 EB1987:UTM 17 - HEDGE 062 01 43.3 EB1987:UTM 18 - HEDGE 065 25 56.0 EB1987 EB1987|---------------------------------------------------------------------| EB1987| PID Reference Object Distance Geod. Az | EB1987| dddmmss.s | EB1987| EB1982 HEDGE APPROX. 1.6 KM 0634124.1 | EB1987|---------------------------------------------------------------------| EB1987 EB1987 SUPERSEDED SURVEY CONTROL EB1987 EB1987 NAD 27 - 34 32 02.35971(N) 078 04 17.21715(W) AD( ) 2 EB1987 NGVD 29 (07/19/86) 17.0 (m) 56. (f) VERT ANG EB1987 EB1987.Superseded values are not recommended for survey control. EB1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1987.See file dsdata.txt to determine how the superseded data were derived. EB1987 EB1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6880925282(NAD 83) EB1987_MARKER: DE = TRAVERSE STATION DISK EB1987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1987_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB1987_STAMPING: WARDS 1973 EB1987_MARK LOGO: NCGS EB1987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1987+STABILITY: SURFACE MOTION EB1987 EB1987 HISTORY - Date Condition Report By EB1987 HISTORY - 1973 MONUMENTED NCGS EB1987 HISTORY - 1980 GOOD LOCSUR EB1987 HISTORY - 1986 MARK NOT FOUND USPSQD EB1987 HISTORY - 20040619 MARK NOT FOUND USPSQD EB1987 EB1987 STATION DESCRIPTION EB1987 EB1987'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB1987'WARDS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB1987'VICINITY OF ATKINSON, NORTH CAROLINA. EB1987' EB1987'WARDS IS LOCATED APPROXIMATELY 05.7 MILES EAST OF ATKINSON, AND 08.4 EB1987'MILES WEST OF BURGAW. THE STATION IS LOCATED IN THE SE QUADRANT OF EB1987'THE INTERSECTION OF US 421 WITH NC 53 AT WARDS CORNER AND IN A DIRT EB1987'TRAFFIC ISLAND. EB1987' EB1987'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED WARDS EB1987'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB1987'PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND. EB1987' EB1987'MARK IS EB1987' EB1987'53.7 FEET ENE OF C/L OF US 421 (SOUTH). EB1987'39.1 FEET SSE OF C/L OF NC 53 (EAST). EB1987'2.4 FEET SSE OF EDGE OF CURB. EB1987'27.0 FEET NW OF CONCRETE BASE OF LAMP POST. EB1987'74.2 FEET W OF TP W/ALUMINUM REF. TAG. EB1987 EB1987 STATION RECOVERY (1980) EB1987 EB1987'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 EB1987'WARDS 1973 RECOVERED GOOD. EB1987' EB1987'DISTANCE AND DIRECTION FROM NEAREST TOWN--5.7 MI E. OF ATKINSON. EB1987 EB1987 STATION RECOVERY (1986) EB1987 EB1987'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHW) EB1987'MARK NOT FOUND. EB1987 EB1987 STATION RECOVERY (2004) EB1987 EB1987'RECOVERY NOTE BY US POWER SQUADRON 2004 EB1987'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2511 *********************************************************************** EA2511 DESIGNATION - WATER EA2511 PID - EA2511 EA2511 STATE/COUNTY- NC/PENDER EA2511 USGS QUAD - HOLLY RIDGE (1997) EA2511 EA2511 *CURRENT SURVEY CONTROL EA2511 ___________________________________________________________________ EA2511* NAD 83(1986)- 34 26 58.83373(N) 077 32 29.40906(W) ADJUSTED EA2511* NAVD 88 - 1. (meters) 3. (feet) SCALED EA2511 ___________________________________________________________________ EA2511 LAPLACE CORR- -1.74 (seconds) DEFLEC99 EA2511 GEOID HEIGHT- -37.37 (meters) GEOID03 EA2511 EA2511 HORZ ORDER - THIRD EA2511 EA2511.The North Carolina HARNS have been completed but, EA2511.due to contractual restrictions, coordinates for these stations EA2511.will NOT be published in the near future. In the interim, the EA2511.published coordinates in North Carolina will not be EA2511.consistent with the Continuously Operating Reference Stations EA2511.(CORS). The HARN coordinates for these stations are available EA2511.upon request. Contact Gary Thompson(919-733-3836). EA2511. EA2511.In addition, the published North Carolina positions EA2511.(NAD 83 (1986)) are NOT consistent with those determined in EA2511.adjacent state readjustments. The discontinuity between stations EA2511.located in North Carolina and those in adjacent states EA2511.which have been adjusted to the HARN may be as much as 5 EA2511.decimeters. This will result in a significant loss of accuracy EA2511.over lines crossing such state borders. EA2511 EA2511 EA2511.The horizontal coordinates were established by classical geodetic methods EA2511.and adjusted by the National Geodetic Survey in July 1986. EA2511 EA2511.The orthometric height was scaled from a topographic map. EA2511 EA2511.The Laplace correction was computed from DEFLEC99 derived deflections. EA2511 EA2511.The geoid height was determined by GEOID03. EA2511 EA2511; North East Units Scale Factor Converg. EA2511;SPC NC - 78,601.670 743,621.172 MT 0.99996981 +0 50 30.5 EA2511;SPC NC - 257,878.98 2,439,697.13 sFT 0.99996981 +0 50 30.5 EA2511;UTM 18 - 3,814,947.490 266,513.921 MT 1.00027202 -1 26 18.0 EA2511 EA2511! - Elev Factor x Scale Factor = Combined Factor EA2511!SPC NC - 1.00000576 x 0.99996981 = 0.99997557 EA2511!UTM 18 - 1.00000576 x 1.00027202 = 1.00027778 EA2511 EA2511: Primary Azimuth Mark Grid Az EA2511:SPC NC - HORSESHOE 141 56 55.2 EA2511:UTM 18 - HORSESHOE 144 13 43.7 EA2511 EA2511|---------------------------------------------------------------------| EA2511| PID Reference Object Distance Geod. Az | EA2511| dddmmss.s | EA2511| EA2500 HORSESHOE APPROX. 2.0 KM 1424725.7 | EA2511|---------------------------------------------------------------------| EA2511 EA2511 SUPERSEDED SURVEY CONTROL EA2511 EA2511 NAD 27 - 34 26 58.22800(N) 077 32 30.52400(W) AD( ) 3 EA2511 EA2511.Superseded values are not recommended for survey control. EA2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2511.See file dsdata.txt to determine how the superseded data were derived. EA2511 EA2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6651414947(NAD 83) EA2511_MARKER: DS = TRIANGULATION STATION DISK EA2511_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE EA2511_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EA2511_MARK LOGO: CGS EA2511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA2511 EA2511 HISTORY - Date Condition Report By EA2511 HISTORY - 1914 MONUMENTED CGS EA2511 HISTORY - 1933 MARK NOT FOUND CGS EA2511 HISTORY - 1964 MARK NOT FOUND CGS EA2511 EA2511 STATION DESCRIPTION EA2511 EA2511'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS) EA2511'STATION IS ABOUT 1/2 MILE SW FROM THE MOUTH OF BARLOW CREEK, EA2511'ABOUT NE OF BATSONS ISLAND, ON THE MARSH JUST E OF AN OLD EA2511'LANDING, ABOUT 2 YARDS FROM THE WATER. EA2511' EA2511'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN EA2511'CONCRETE AT THE CENTER OF THE TOP OF A TILE. EA2511' EA2511'THERE ARE NO REFERENCE MARKS. EA2511 EA2511 STATION RECOVERY (1933) EA2511 EA2511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JAB) EA2511'STATION COULD NOT BE FOUND AFTER A DETAILED SEARCH. THE EA2511'SHORE LINE HAS ERODED CONSIDERABLY AT THIS POINT AND THE EA2511'STATION IS EVIDENTLY LOST. EA2511 EA2511 STATION RECOVERY (1964) EA2511 EA2511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA2511'LOST. STATION PLOTTED OUT IN THE WATER. STATION ALSO LOST EA2511'IN 1933. NO SEARCH MADE BY PARTY FOR THIS STATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0967 *********************************************************************** EA0967 DESIGNATION - WEIGHT EA0967 PID - EA0967 EA0967 STATE/COUNTY- NC/PENDER EA0967 USGS QUAD - STAG PARK (1981) EA0967 EA0967 *CURRENT SURVEY CONTROL EA0967 ___________________________________________________________________ EA0967* NAD 83(1986)- 34 36 47.77755(N) 077 49 54.34160(W) ADJUSTED EA0967* NAVD 88 - 4.182 (meters) 13.72 (feet) ADJUSTED EA0967 ___________________________________________________________________ EA0967 LAPLACE CORR- -3.57 (seconds) DEFLEC99 EA0967 GEOID HEIGHT- -36.61 (meters) GEOID03 EA0967 DYNAMIC HT - 4.178 (meters) 13.71 (feet) COMP EA0967 MODELED GRAV- 979,673.8 (mgal) NAVD 88 EA0967 EA0967 HORZ ORDER - SECOND EA0967 VERT ORDER - SECOND CLASS II EA0967 EA0967.The North Carolina HARNS have been completed but, EA0967.due to contractual restrictions, coordinates for these stations EA0967.will NOT be published in the near future. In the interim, the EA0967.published coordinates in North Carolina will not be EA0967.consistent with the Continuously Operating Reference Stations EA0967.(CORS). The HARN coordinates for these stations are available EA0967.upon request. Contact Gary Thompson(919-733-3836). EA0967. EA0967.In addition, the published North Carolina positions EA0967.(NAD 83 (1986)) are NOT consistent with those determined in EA0967.adjacent state readjustments. The discontinuity between stations EA0967.located in North Carolina and those in adjacent states EA0967.which have been adjusted to the HARN may be as much as 5 EA0967.decimeters. This will result in a significant loss of accuracy EA0967.over lines crossing such state borders. EA0967 EA0967 EA0967.The horizontal coordinates were established by classical geodetic methods EA0967.and adjusted by the National Geodetic Survey in July 1986. EA0967 EA0967.The orthometric height was determined by differential leveling EA0967.and adjusted by the National Geodetic Survey in June 1991. EA0967 EA0967.The Laplace correction was computed from DEFLEC99 derived deflections. EA0967 EA0967.The geoid height was determined by GEOID03. EA0967 EA0967.The dynamic height is computed by dividing the NAVD 88 EA0967.geopotential number by the normal gravity value computed on the EA0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0967.degrees latitude (g = 980.6199 gals.). EA0967 EA0967.The modeled gravity was interpolated from observed gravity values. EA0967 EA0967; North East Units Scale Factor Converg. EA0967;SPC NC - 96,394.637 716,737.373 MT 0.99993424 +0 40 27.4 EA0967;SPC NC - 316,254.74 2,351,495.86 sFT 0.99993424 +0 40 27.4 EA0967;UTM 18 - 3,833,804.231 240,349.427 MT 1.00043106 -1 36 34.0 EA0967 EA0967! - Elev Factor x Scale Factor = Combined Factor EA0967!SPC NC - 1.00000509 x 0.99993424 = 0.99993933 EA0967!UTM 18 - 1.00000509 x 1.00043106 = 1.00043615 EA0967 EA0967: Primary Azimuth Mark Grid Az EA0967:SPC NC - GARAGE 073 51 19.7 EA0967:UTM 18 - GARAGE 076 08 21.1 EA0967 EA0967|---------------------------------------------------------------------| EA0967| PID Reference Object Distance Geod. Az | EA0967| dddmmss.s | EA0967| EA1015 GARAGE APPROX. 3.2 KM 0743147.1 | EA0967| EA0990 BROWN 460.675 METERS 2355802.9 | EA0967|---------------------------------------------------------------------| EA0967 EA0967 SUPERSEDED SURVEY CONTROL EA0967 EA0967 NAD 27 - 34 36 47.17659(N) 077 49 55.39618(W) AD( ) 2 EA0967 NGVD 29 (??/??/92) 4.479 (m) 14.69 (f) ADJ UNCH 2 2 EA0967 EA0967.Superseded values are not recommended for survey control. EA0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0967.See file dsdata.txt to determine how the superseded data were derived. EA0967 EA0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4034933804(NAD 83) EA0967_MARKER: DD = SURVEY DISK EA0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA0967_STAMPING: WEIGHT 1974 EA0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0967+STABILITY: SURFACE MOTION EA0967 EA0967 HISTORY - Date Condition Report By EA0967 HISTORY - 1974 MONUMENTED NCGS EA0967 HISTORY - 1975 GOOD NCGS EA0967 EA0967 STATION DESCRIPTION EA0967 EA0967'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA0967'WEIGHT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA0967'THE VICINITY OF BURGAW, NORTH CAROLINA. EA0967' EA0967'WEIGHT IS LOCATED APPROXIMATELY 6.8 MILES NORTHEAST OF BURGAW. TO EA0967'REACH STATION FROM THE INTERSECTION OF U.S. 117 BYPASS WITH NC 53 EA0967'AT NORTHEAST EDGE OF BURGAW, PROCEED NORTHEAST ALONG NC 53 FOR 6.8 EA0967'MILES TO SR 1318 (NW) AND STATION ON LEFT IN NORTHWEST QUADRANT OF EA0967'INTERSECTION, AND 2.9 MILES NORTHEAST OF BRIDGE OVER CAPE FEAR EA0967'RIVER. EA0967' EA0967'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0967'WEIGHT 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA0967'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND. EA0967' EA0967'MARK IS 39.7 FT N OF C/L OF NC 53 EA0967' EA0967'20.5 FT W OF C/L OF SR 1318 EA0967' EA0967'26.0 FT SE OF PP WITH ALUMINUM REF. TAG EA0967' EA0967'9.4 FT S OF STOP SIGN POST WITH ALUMINUM REF. TAG EA0967' EA0967'100.4 FT E OF UNDERGROUND CABLE WARNING POST WITH ALUMINUM REF. TAG EA0967' EA0967'59.6 FT NW OF ROAD INFORMATION SIGN POST WITH ALUMINUM REF. TAG EA0967 EA0967 STATION RECOVERY (1975) EA0967 EA0967'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0967'6.8 MI NE FROM BURGAW. EA0967'TO REACH STATION FROM INTERSECTION OF US 117 BYPASS WITH NC 53 AT EA0967'NORTHEAST EDGE OF BURGAW, PROCEED NORTHEAST ALONG NC 53 FOR 6.8 MILES EA0967'TO SR 1318 (NW) AND STATION ON LEFT, IN NORTHWEST QUADRANT OF EA0967'INTERSECTION, AND 2.9 MILES NORTHEAST OF BRIDGE OVER CAPE FEAR RIVER. EA0967'39.7 FT. N OF C/L OF NC 53, 20.5 FT W OF C/L OF SR 1318, 26.0 FT. SE EA0967'OF PP WITH ALUMINUM REF. TAG, 9.4 FT. S OF STOP SIGN POST WITH EA0967'ALUMINUM REF. TAG, 100.4 FT. E OF UNDERGROUND CABLE WARNING POST WITH EA0967'ALUMINUM REF. TAG, AND 59.6 FT. NW OF ROAD INFORMATION SIGN POST WITH EA0967'ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER, 6 INCHES BELOW EA0967'THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0925 *********************************************************************** EA0925 DESIGNATION - WELSH EA0925 PID - EA0925 EA0925 STATE/COUNTY- NC/PENDER EA0925 USGS QUAD - WALLACE EAST (1981) EA0925 EA0925 *CURRENT SURVEY CONTROL EA0925 ___________________________________________________________________ EA0925* NAD 83(1986)- 34 40 48.69042(N) 077 56 31.15399(W) ADJUSTED EA0925* NAVD 88 - 15.190 (meters) 49.84 (feet) ADJUSTED EA0925 ___________________________________________________________________ EA0925 LAPLACE CORR- -3.87 (seconds) DEFLEC99 EA0925 GEOID HEIGHT- -36.30 (meters) GEOID03 EA0925 DYNAMIC HT - 15.176 (meters) 49.79 (feet) COMP EA0925 MODELED GRAV- 979,677.8 (mgal) NAVD 88 EA0925 EA0925 HORZ ORDER - SECOND EA0925 VERT ORDER - SECOND CLASS II EA0925 EA0925.The North Carolina HARNS have been completed but, EA0925.due to contractual restrictions, coordinates for these stations EA0925.will NOT be published in the near future. In the interim, the EA0925.published coordinates in North Carolina will not be EA0925.consistent with the Continuously Operating Reference Stations EA0925.(CORS). The HARN coordinates for these stations are available EA0925.upon request. Contact Gary Thompson(919-733-3836). EA0925. EA0925.In addition, the published North Carolina positions EA0925.(NAD 83 (1986)) are NOT consistent with those determined in EA0925.adjacent state readjustments. The discontinuity between stations EA0925.located in North Carolina and those in adjacent states EA0925.which have been adjusted to the HARN may be as much as 5 EA0925.decimeters. This will result in a significant loss of accuracy EA0925.over lines crossing such state borders. EA0925 EA0925 EA0925.The horizontal coordinates were established by classical geodetic methods EA0925.and adjusted by the National Geodetic Survey in July 1986. EA0925 EA0925.The orthometric height was determined by differential leveling EA0925.and adjusted by the National Geodetic Survey in June 1991. EA0925 EA0925.The Laplace correction was computed from DEFLEC99 derived deflections. EA0925 EA0925.The geoid height was determined by GEOID03. EA0925 EA0925.The dynamic height is computed by dividing the NAVD 88 EA0925.geopotential number by the normal gravity value computed on the EA0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0925.degrees latitude (g = 980.6199 gals.). EA0925 EA0925.The modeled gravity was interpolated from observed gravity values. EA0925 EA0925; North East Units Scale Factor Converg. EA0925;SPC NC - 103,704.071 706,550.148 MT 0.99992200 +0 36 38.4 EA0925;SPC NC - 340,235.77 2,318,073.28 sFT 0.99992200 +0 36 38.4 EA0925;UTM 18 - 3,841,518.087 230,456.393 MT 1.00049559 -1 40 29.9 EA0925;UTM 17 - 3,841,835.185 780,177.335 MT 1.00056766 +1 44 28.1 EA0925 EA0925! - Elev Factor x Scale Factor = Combined Factor EA0925!SPC NC - 1.00000331 x 0.99992200 = 0.99992531 EA0925!UTM 18 - 1.00000331 x 1.00049559 = 1.00049891 EA0925!UTM 17 - 1.00000331 x 1.00056766 = 1.00057098 EA0925 EA0925: Primary Azimuth Mark Grid Az EA0925:SPC NC - GRILL 163 13 09.2 EA0925:UTM 18 - GRILL 165 30 17.5 EA0925:UTM 17 - GRILL 162 05 19.5 EA0925 EA0925|---------------------------------------------------------------------| EA0925| PID Reference Object Distance Geod. Az | EA0925| dddmmss.s | EA0925| EA0924 GRILL APPROX. 1.2 KM 1634947.6 | EA0925| EA0926 PAD 334.315 METERS 34246 | EA0925|---------------------------------------------------------------------| EA0925 EA0925 SUPERSEDED SURVEY CONTROL EA0925 EA0925 NAD 27 - 34 40 48.08798(N) 077 56 32.20944(W) AD( ) 2 EA0925 NGVD 29 (??/??/92) 15.476 (m) 50.77 (f) ADJ UNCH 2 2 EA0925 EA0925.Superseded values are not recommended for survey control. EA0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0925.See file dsdata.txt to determine how the superseded data were derived. EA0925 EA0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3045641518(NAD 83) EA0925_MARKER: DD = SURVEY DISK EA0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0925_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EA0925_STAMPING: WELSH 1968 EA0925 EA0925 HISTORY - Date Condition Report By EA0925 HISTORY - 1968 MONUMENTED NCGS EA0925 HISTORY - 1975 GOOD NCGS EA0925 EA0925 STATION DESCRIPTION EA0925 EA0925'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EA0925'WELSH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA0925'IN THE VICINITY OF WALLACE, NORTH CAROLINA. EA0925' EA0925'WELSH IS LOCATED APPROXIMATELY 4.9 MILES SOUTHEAST OF THE EA0925'CENTER OF WALLACE. TO REACH STATION PROCEED FROM PENDER-DUPLIN EA0925'COUNTY LINE, GO SOUTH ON U.S. 117 FOR 3.35 MILES TO RIVERVIEW EA0925'MEMORIAL PARK CEMETERY, AND STATION. WHICH IS ON THE EAST EA0925'SHOULDER OF U.S. 117 AT NORTHWEST CORNER OF CEMETERY, 0.25 EA0925'MILE NORTH OF INTERSECTION OF SR 1315 AND 1.25 MILES SOUTH EA0925'OF INTERSECTION OF SR 1001. EA0925' EA0925'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0925'WELSH 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA0925'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EA0925' EA0925'MARK IS EA0925' EA0925'16.8 FT E OF C/L OF U.S. 117 EA0925' EA0925'20.5 FT S OF 4X4 POST WITH CURVE SIGN ON E SHOULDER OF EA0925'U.S. 117, AND WITH ALUMINUM REF. TAG EA0925' EA0925'21.4 FT SW OF E END OF CULVERT UNDER U.S. 117 EA0925' EA0925'55.8 FT W OF PP 958 IN NORTHWEST CORNER OF CEMETERY, AND EA0925'WITH ALUMINUM REF. TAG EA0925' EA0925'91.4 FT NW OF NW CORNER OF BRICK PILLAR AT NORTH DRIVEWAY EA0925'FOR CEMETERY EA0925' EA0925'86.0 FT NNW OF NORTHERNMOST DRIVEWAY FOR CEMETERY EA0925 EA0925 STATION RECOVERY (1975) EA0925 EA0925'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0925'2.3 MI ESE FROM WILLARD. EA0925'WELSH IS LOCATED APPROXIMATELY 9.0 MILES NORTH OF BURGAW. TO REACH EA0925'STATION FROM THE BRIDGE OVER ROCK FISH CREEK AT THE DUPLIN - PENDER EA0925'COUNTY LINE, PROCEED SOUTH ALONG US 117 FOR 3.35 MILES TO STATION IN EA0925'THE EAST SHOULDER OF HIGHWAY AT NORTHWEST CORNER OF RIVERVIEW MEMORIAL EA0925'PARK CEMETERY, AND 0.25 MILE NORTH OF INTERSECTION OF SR 1315. 16.8 EA0925'FT. E OF C/L OF US 117, 86.0 FT. NNW OF NORTHERNMOST DRIVEWAY FOR EA0925'CEMETERY, 91.4 FT. NW OF NW CORNER OF BRICK PILLAR AT NORTH DRIVEWAY EA0925'FOR CEMETERY, 21.4 FT. SW OF E END OF CULVERT UNDER US 117, 55.8 FT. W EA0925'OF PP NO. 958 WITH ALUMINUM REF. TAG IN NORTHWEST CORNER OF CEMETERY, EA0925'AND 20.5 FT. S OF CURVE SIGN POST WITH ALUMINUM REF. TAG. DISK IS SET EA0925'IN CONCRETE CYLINDER, 3 INCHES BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1984 *********************************************************************** EB1984 DESIGNATION - WESTVIEW EB1984 PID - EB1984 EB1984 STATE/COUNTY- NC/PENDER EB1984 USGS QUAD - COSTIN (1984) EB1984 EB1984 *CURRENT SURVEY CONTROL EB1984 ___________________________________________________________________ EB1984* NAD 83(1986)- 34 32 39.35953(N) 078 01 05.91233(W) ADJUSTED EB1984* NAVD 88 - 13.6 (meters) 45. (feet) VERTCON EB1984 ___________________________________________________________________ EB1984 LAPLACE CORR- -3.54 (seconds) DEFLEC99 EB1984 GEOID HEIGHT- -36.16 (meters) GEOID03 EB1984 EB1984 HORZ ORDER - SECOND EB1984 EB1984.The North Carolina HARNS have been completed but, EB1984.due to contractual restrictions, coordinates for these stations EB1984.will NOT be published in the near future. In the interim, the EB1984.published coordinates in North Carolina will not be EB1984.consistent with the Continuously Operating Reference Stations EB1984.(CORS). The HARN coordinates for these stations are available EB1984.upon request. Contact Gary Thompson(919-733-3836). EB1984. EB1984.In addition, the published North Carolina positions EB1984.(NAD 83 (1986)) are NOT consistent with those determined in EB1984.adjacent state readjustments. The discontinuity between stations EB1984.located in North Carolina and those in adjacent states EB1984.which have been adjusted to the HARN may be as much as 5 EB1984.decimeters. This will result in a significant loss of accuracy EB1984.over lines crossing such state borders. EB1984 EB1984 EB1984.The horizontal coordinates were established by classical geodetic methods EB1984.and adjusted by the National Geodetic Survey in July 1986. EB1984 EB1984.The NAVD 88 height was computed by applying the VERTCON shift value to EB1984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB1984 EB1984.The Laplace correction was computed from DEFLEC99 derived deflections. EB1984 EB1984.The geoid height was determined by GEOID03. EB1984 EB1984; North East Units Scale Factor Converg. EB1984;SPC NC - 88,555.282 699,705.892 MT 0.99994826 +0 33 59.8 EB1984;SPC NC - 290,535.12 2,295,618.41 sFT 0.99994826 +0 33 59.8 EB1984;UTM 17 - 3,826,545.287 773,628.578 MT 1.00052297 +1 41 30.5 EB1984;UTM 18 - 3,826,645.184 223,009.896 MT 1.00054579 -1 42 45.4 EB1984 EB1984! - Elev Factor x Scale Factor = Combined Factor EB1984!SPC NC - 1.00000353 x 0.99994826 = 0.99995179 EB1984!UTM 17 - 1.00000353 x 1.00052297 = 1.00052651 EB1984!UTM 18 - 1.00000353 x 1.00054579 = 1.00054933 EB1984 EB1984: Primary Azimuth Mark Grid Az EB1984:SPC NC - BERTHA 277 22 05.2 EB1984:UTM 17 - BERTHA 276 14 34.5 EB1984:UTM 18 - BERTHA 279 38 50.4 EB1984 EB1984|---------------------------------------------------------------------| EB1984| PID Reference Object Distance Geod. Az | EB1984| dddmmss.s | EB1984| EB1985 BERTHA APPROX. 1.1 KM 2775605.0 | EB1984|---------------------------------------------------------------------| EB1984 EB1984 SUPERSEDED SURVEY CONTROL EB1984 EB1984 NAD 27 - 34 32 38.76145(N) 078 01 06.93956(W) AD( ) 2 EB1984 NGVD 29 (07/19/86) 13.9 (m) 46. (f) VERT ANG EB1984 EB1984.Superseded values are not recommended for survey control. EB1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1984.See file dsdata.txt to determine how the superseded data were derived. EB1984 EB1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU7362926545(NAD 83) EB1984_MARKER: DE = TRAVERSE STATION DISK EB1984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1984_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB1984_STAMPING: WESTVIEW 1973 EB1984_MARK LOGO: NCGS EB1984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1984+STABILITY: SURFACE MOTION EB1984 EB1984 HISTORY - Date Condition Report By EB1984 HISTORY - 1973 MONUMENTED NCGS EB1984 EB1984 STATION DESCRIPTION EB1984 EB1984'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB1984'WESTVIEW IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EB1984'THE VICINITY OF BURGAW, NORTH CAROLINA. EB1984' EB1984'WESTVIEW IS LOCATED APPROXIMATELY 05.5 MILES WEST OF BURGAW, AND 08.6 EB1984'MILES EAST OF ATKINSON. TO REACH THE STATION FROM THE INTERSECTION EB1984'OF NC 53 WITH US 421 AT WARDS CORNER. PROCEED EAST ALONG NC 53 FOR EB1984'3.15 MILES TO STATION ON THE LEFT SHOULDER IN C/L OF A FIELD ROAD EB1984'LEADING NORTH. 0.15 MILES WEST OF INTERSECTION WITH SR 1336 (AT EB1984'WESTVIEW UNITED METHODIST CHURCH). EB1984' EB1984'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EB1984'WESTVIEW 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EB1984'OF WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EB1984' EB1984'MARK IS EB1984' EB1984'20.3 FEET N OF C/L OF NC 53. EB1984'123.0 FEET W OF PP NO. 15237 W/ALUMINUM REF. TAG. EB1984'226.3 FEET NW OF NW CORNER OF WEST TOBACCO BARN W/ALUMINUM REF. EB1984'TAG. 52.4 FEET NNW OF 4 INCH X 4 INCH SIGN POST W/ALUMINUM REF. EB1984'TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1973 *********************************************************************** EB1973 DESIGNATION - WILD EB1973 PID - EB1973 EB1973 STATE/COUNTY- NC/PENDER EB1973 USGS QUAD - WALLACE WEST (1984) EB1973 EB1973 *CURRENT SURVEY CONTROL EB1973 ___________________________________________________________________ EB1973* NAD 83(1986)- 34 38 53.73762(N) 078 04 40.13042(W) ADJUSTED EB1973* NAVD 88 - 22.0 (meters) 72. (feet) VERTCON EB1973 ___________________________________________________________________ EB1973 LAPLACE CORR- -4.05 (seconds) DEFLEC99 EB1973 GEOID HEIGHT- -35.98 (meters) GEOID03 EB1973 EB1973 HORZ ORDER - SECOND EB1973 EB1973.The North Carolina HARNS have been completed but, EB1973.due to contractual restrictions, coordinates for these stations EB1973.will NOT be published in the near future. In the interim, the EB1973.published coordinates in North Carolina will not be EB1973.consistent with the Continuously Operating Reference Stations EB1973.(CORS). The HARN coordinates for these stations are available EB1973.upon request. Contact Gary Thompson(919-733-3836). EB1973. EB1973.In addition, the published North Carolina positions EB1973.(NAD 83 (1986)) are NOT consistent with those determined in EB1973.adjacent state readjustments. The discontinuity between stations EB1973.located in North Carolina and those in adjacent states EB1973.which have been adjusted to the HARN may be as much as 5 EB1973.decimeters. This will result in a significant loss of accuracy EB1973.over lines crossing such state borders. EB1973 EB1973 EB1973.The horizontal coordinates were established by classical geodetic methods EB1973.and adjusted by the National Geodetic Survey in July 1986. EB1973 EB1973.The NAVD 88 height was computed by applying the VERTCON shift value to EB1973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB1973 EB1973.The Laplace correction was computed from DEFLEC99 derived deflections. EB1973 EB1973.The geoid height was determined by GEOID03. EB1973 EB1973; North East Units Scale Factor Converg. EB1973;SPC NC - 100,038.069 694,137.215 MT 0.99992767 +0 31 56.1 EB1973;SPC NC - 328,208.23 2,277,348.51 sFT 0.99992767 +0 31 56.1 EB1973;UTM 17 - 3,837,922.692 767,831.718 MT 1.00048426 +1 39 44.5 EB1973;UTM 18 - 3,838,347.845 217,899.500 MT 1.00058100 -1 45 03.6 EB1973 EB1973! - Elev Factor x Scale Factor = Combined Factor EB1973!SPC NC - 1.00000219 x 0.99992767 = 0.99992986 EB1973!UTM 17 - 1.00000219 x 1.00048426 = 1.00048645 EB1973!UTM 18 - 1.00000219 x 1.00058100 = 1.00058319 EB1973 EB1973: Primary Azimuth Mark Grid Az EB1973:SPC NC - LIFE 077 33 03.3 EB1973:UTM 17 - LIFE 076 25 14.9 EB1973:UTM 18 - LIFE 079 50 03.0 EB1973 EB1973|---------------------------------------------------------------------| EB1973| PID Reference Object Distance Geod. Az | EB1973| dddmmss.s | EB1973| EB1974 LIFE APPROX. 1.2 KM 0780459.4 | EB1973|---------------------------------------------------------------------| EB1973 EB1973 SUPERSEDED SURVEY CONTROL EB1973 EB1973 NAD 27 - 34 38 53.12871(N) 078 04 41.16696(W) AD( ) 2 EB1973 NGVD 29 (07/19/86) 22.3 (m) 73. (f) VERT ANG EB1973 EB1973.Superseded values are not recommended for survey control. EB1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1973.See file dsdata.txt to determine how the superseded data were derived. EB1973 EB1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6783237923(NAD 83) EB1973_MARKER: DE = TRAVERSE STATION DISK EB1973_SETTING: 0 = UNSPECIFIED SETTING EB1973_STAMPING: WILD 1973 EB1973_MARK LOGO: NCGS EB1973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EB1973 EB1973 HISTORY - Date Condition Report By EB1973 HISTORY - 1973 MONUMENTED NCGS EB1973 EB1973 STATION DESCRIPTION EB1973 EB1973'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB1973'WILD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB1973'VICINITY OF PENDERLEA, NORTH CAROLINA. EB1973' EB1973'WILD IS LOCATED APPROXIMATELY 1.7 MILES WSW OF PENDERLEA, AND 9.9 EB1973'MILES NNE OF ATKINSON. TO REACH STATION FROM INTERSECTION OF SR EB1973'1321 AND SR 1326 IN CENTER OF PENDERLEA, PROCEED WSW ON SR 1321 FOR EB1973'1.8 MILES TO STATION RIGHT IN CURVE AND ACROSS A DITCH, AND 1.9 EB1973'MILES ENE ON INTERSECTION WITH US 421. EB1973' EB1973'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED WILD EB1973'1973, SET IN A PRECAST MONUMENT, THE TOP OF WHICH IS 4 INCHES ABOVE EB1973'THE GROUND. EB1973' EB1973'MARK IS EB1973' EB1973'37.6 FEET NNW OF C/L OF SR 1321. EB1973'35.6 FEET E OF 12 INCH PINE W/ALUMINUM REF. TAG. EB1973'18.7 FEET SE OF 10 INCH W/ALUMINUM REF. TAG. EB1973'15.3 FEET SW OF 14 INCH PINE W/ALUMINUM REF. TAG. EB1973'146.8 FEET NE OF NORTH END OF CULVERT UNDER SR 1321. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EB1968 *********************************************************************** EB1968 DESIGNATION - WILL EB1968 PID - EB1968 EB1968 STATE/COUNTY- NC/PENDER EB1968 USGS QUAD - WALLACE WEST (1984) EB1968 EB1968 *CURRENT SURVEY CONTROL EB1968 ___________________________________________________________________ EB1968* NAD 83(1986)- 34 38 05.45438(N) 078 06 31.81302(W) ADJUSTED EB1968* NAVD 88 - 17.4 (meters) 57. (feet) VERTCON EB1968 ___________________________________________________________________ EB1968 LAPLACE CORR- -4.11 (seconds) DEFLEC99 EB1968 GEOID HEIGHT- -35.91 (meters) GEOID03 EB1968 EB1968 HORZ ORDER - SECOND EB1968 EB1968.The North Carolina HARNS have been completed but, EB1968.due to contractual restrictions, coordinates for these stations EB1968.will NOT be published in the near future. In the interim, the EB1968.published coordinates in North Carolina will not be EB1968.consistent with the Continuously Operating Reference Stations EB1968.(CORS). The HARN coordinates for these stations are available EB1968.upon request. Contact Gary Thompson(919-733-3836). EB1968. EB1968.In addition, the published North Carolina positions EB1968.(NAD 83 (1986)) are NOT consistent with those determined in EB1968.adjacent state readjustments. The discontinuity between stations EB1968.located in North Carolina and those in adjacent states EB1968.which have been adjusted to the HARN may be as much as 5 EB1968.decimeters. This will result in a significant loss of accuracy EB1968.over lines crossing such state borders. EB1968 EB1968 EB1968.The horizontal coordinates were established by classical geodetic methods EB1968.and adjusted by the National Geodetic Survey in July 1986. EB1968 EB1968.The NAVD 88 height was computed by applying the VERTCON shift value to EB1968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EB1968 EB1968.The Laplace correction was computed from DEFLEC99 derived deflections. EB1968 EB1968.The geoid height was determined by GEOID03. EB1968 EB1968; North East Units Scale Factor Converg. EB1968;SPC NC - 98,524.412 691,306.801 MT 0.99993015 +0 30 51.7 EB1968;SPC NC - 323,242.18 2,268,062.40 sFT 0.99993015 +0 30 51.7 EB1968;UTM 17 - 3,836,352.658 765,030.175 MT 1.00046585 +1 38 38.9 EB1968 EB1968! - Elev Factor x Scale Factor = Combined Factor EB1968!SPC NC - 1.00000290 x 0.99993015 = 0.99993305 EB1968!UTM 17 - 1.00000290 x 1.00046585 = 1.00046875 EB1968 EB1968: Primary Azimuth Mark Grid Az EB1968:SPC NC - TIE 337 52 58.7 EB1968:UTM 17 - TIE 336 45 11.5 EB1968 EB1968|---------------------------------------------------------------------| EB1968| PID Reference Object Distance Geod. Az | EB1968| dddmmss.s | EB1968| EB1970 TIE 437.689 METERS 3382350.4 | EB1968|---------------------------------------------------------------------| EB1968 EB1968 SUPERSEDED SURVEY CONTROL EB1968 EB1968 NAD 27 - 34 38 04.84483(N) 078 06 32.84491(W) AD( ) 2 EB1968 NGVD 29 (07/19/86) 17.7 (m) 58. (f) VERT ANG EB1968 EB1968.Superseded values are not recommended for survey control. EB1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB1968.See file dsdata.txt to determine how the superseded data were derived. EB1968 EB1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6503036353(NAD 83) EB1968_MARKER: DE = TRAVERSE STATION DISK EB1968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB1968_SP_SET: SET IN TOP OF CONCRETE MONUMENT EB1968_STAMPING: WILL 1973 EB1968_MARK LOGO: NCGS EB1968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB1968+STABILITY: SURFACE MOTION EB1968 EB1968 HISTORY - Date Condition Report By EB1968 HISTORY - 1973 MONUMENTED NCGS EB1968 EB1968 STATION DESCRIPTION EB1968 EB1968'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB1968'WILL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB1968'VICINITY OF PENDERLEA, NORTH CAROLINA. EB1968' EB1968'WILL IS LOCATED APPROXIMATELY 3.8 MILES WSW OF PENDERLEA, AND 8.1 EB1968'MILES NNE OF ATKINSON. TO REACH STATION FROM INTERSECTION OF US 421 EB1968'AND SR 1321 (LEADING EAST TO PENDERLEA), PROCEED SOUTH ALONG US 421 EB1968'FOR 0.05 MILES TO STATION ON LEFT, AND JUST OFF LAWN AT SW CORNER EB1968'OF YARD. 1.3 MILES NORTH OF INTERSECTION WITH SR 1217 (WEST), AND EB1968'0.4 MILES NORTH OF A MICRO WAVE TOWER. EB1968' EB1968'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED WILL EB1968'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EB1968'FLUSH WITH THE GROUND. EB1968' EB1968'MARK IS EB1968' EB1968'55.5 FEET E OF C/L OF US 421. EB1968'35.0 FEET W OF PP NO. 15815 W/ALUMINUM REF. TAG. EB1968'16.2 FEET WNW OF BASE OF GUY WIRE ON PP NO. 15815. EB1968'94.7 FEET SW OF 14 INCH GUM. EB1968'132.6 FEET SSW OF 2 INCH CEDAR. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2969 *********************************************************************** EA2969 DESIGNATION - WILLARD EA2969 PID - EA2969 EA2969 STATE/COUNTY- NC/PENDER EA2969 USGS QUAD - WALLACE EAST (1981) EA2969 EA2969 *CURRENT SURVEY CONTROL EA2969 ___________________________________________________________________ EA2969* NAD 83(1986)- 34 41 29.92478(N) 077 57 28.68361(W) ADJUSTED EA2969* NAVD 88 - 17.6 (meters) 58. (feet) VERTCON EA2969 ___________________________________________________________________ EA2969 LAPLACE CORR- -3.89 (seconds) DEFLEC99 EA2969 GEOID HEIGHT- -36.25 (meters) GEOID03 EA2969 EA2969 HORZ ORDER - SECOND EA2969 EA2969.The North Carolina HARNS have been completed but, EA2969.due to contractual restrictions, coordinates for these stations EA2969.will NOT be published in the near future. In the interim, the EA2969.published coordinates in North Carolina will not be EA2969.consistent with the Continuously Operating Reference Stations EA2969.(CORS). The HARN coordinates for these stations are available EA2969.upon request. Contact Gary Thompson(919-733-3836). EA2969. EA2969.In addition, the published North Carolina positions EA2969.(NAD 83 (1986)) are NOT consistent with those determined in EA2969.adjacent state readjustments. The discontinuity between stations EA2969.located in North Carolina and those in adjacent states EA2969.which have been adjusted to the HARN may be as much as 5 EA2969.decimeters. This will result in a significant loss of accuracy EA2969.over lines crossing such state borders. EA2969 EA2969 EA2969.The horizontal coordinates were established by classical geodetic methods EA2969.and adjusted by the National Geodetic Survey in July 1986. EA2969 EA2969.The NAVD 88 height was computed by applying the VERTCON shift value to EA2969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA2969 EA2969.The Laplace correction was computed from DEFLEC99 derived deflections. EA2969 EA2969.The geoid height was determined by GEOID03. EA2969 EA2969; North East Units Scale Factor Converg. EA2969;SPC NC - 104,959.058 705,072.528 MT 0.99992005 +0 36 05.1 EA2969;SPC NC - 344,353.18 2,313,225.45 sFT 0.99992005 +0 36 05.1 EA2969;UTM 18 - 3,842,831.770 229,029.178 MT 1.00050510 -1 41 04.5 EA2969;UTM 17 - 3,843,061.554 778,674.273 MT 1.00055730 +1 43 57.1 EA2969 EA2969! - Elev Factor x Scale Factor = Combined Factor EA2969!SPC NC - 1.00000292 x 0.99992005 = 0.99992297 EA2969!UTM 18 - 1.00000292 x 1.00050510 = 1.00050803 EA2969!UTM 17 - 1.00000292 x 1.00055730 = 1.00056023 EA2969 EA2969: Primary Azimuth Mark Grid Az EA2969:SPC NC - BRICE 088 22 26.1 EA2969:UTM 18 - BRICE 090 39 35.7 EA2969:UTM 17 - BRICE 087 14 34.1 EA2969 EA2969|---------------------------------------------------------------------| EA2969| PID Reference Object Distance Geod. Az | EA2969| dddmmss.s | EA2969| EA0928 BRICE APPROX. 0.6 KM 0885831.2 | EA2969|---------------------------------------------------------------------| EA2969 EA2969 SUPERSEDED SURVEY CONTROL EA2969 EA2969 NAD 27 - 34 41 29.32127(N) 077 57 29.73842(W) AD( ) 2 EA2969 NGVD 29 (07/19/86) 17.9 (m) 59. (f) VERT ANG EA2969 EA2969.Superseded values are not recommended for survey control. EA2969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2969.See file dsdata.txt to determine how the superseded data were derived. EA2969 EA2969_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD2902942832(NAD 83) EA2969_MARKER: DE = TRAVERSE STATION DISK EA2969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA2969_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA2969_STAMPING: WILLARD 1973 EA2969_MARK LOGO: NCGS EA2969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA2969+STABILITY: SURFACE MOTION EA2969 EA2969 HISTORY - Date Condition Report By EA2969 HISTORY - 1973 MONUMENTED NCGS EA2969 HISTORY - 1978 MARK NOT FOUND BAKER EA2969 EA2969 STATION DESCRIPTION EA2969 EA2969'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EA2969'WILLARD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA2969'THE VICINITY OF WILLARD, NORTH CAROLINA. EA2969' EA2969'WILLARD IS LOCATED APPROXIMATELY 1.2 MILES EAST OF WILLARD, AND 3.6 EA2969'MILES SSE OF WALLACE. TO REACH STATION FROM THE INTERSECTION OF SR EA2969'1001 AND SEABOARD COAST LINE RR IN WILLARD, PROCEED EAST ALONG SR EA2969'1001 FOR 1.3 MILES TO STATION ON RIGHT, 0.4 MILES WEST OF EA2969'INTERSECTION WITH US 117, AND SW OF WILLARD ELEMENTARY SCHOOL. EA2969' EA2969'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED WILLARD EA2969'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EA2969'FLUSH WITH THE GROUND. EA2969' EA2969'MARK IS EA2969'24.2 FEET S OF C/L OF SR 1001. EA2969'72.7 FEET SE OF TELEPHONE SERVICE BOX. EA2969'26.7 FEET NNW OF PP NO. 1654 W/ALUMINUM REF. TAG. EA2969'35.8 FEET NW OF 14 INCH PINE W/ALUMINUM REF. TAG. EA2969'31.2 FEET NE OF THE NE CORNER OF BLOCK BUILDING. EA2969 EA2969 STATION RECOVERY (1978) EA2969 EA2969'RECOVERY NOTE BY M BAKER JR INCORPORATED 1978 (JM) EA2969'CONSTRUCTION IN AREA 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1124 *********************************************************************** EA1124 DESIGNATION - WIRE EA1124 PID - EA1124 EA1124 STATE/COUNTY- NC/PENDER EA1124 USGS QUAD - MAPLE HILL (1981) EA1124 EA1124 *CURRENT SURVEY CONTROL EA1124 ___________________________________________________________________ EA1124* NAD 83(1986)- 34 41 40.25413(N) 077 43 43.39120(W) ADJUSTED EA1124* NAVD 88 - 10.110 (meters) 33.17 (feet) ADJUSTED EA1124 ___________________________________________________________________ EA1124 LAPLACE CORR- -3.07 (seconds) DEFLEC99 EA1124 GEOID HEIGHT- -36.77 (meters) GEOID03 EA1124 DYNAMIC HT - 10.100 (meters) 33.14 (feet) COMP EA1124 MODELED GRAV- 979,674.8 (mgal) NAVD 88 EA1124 EA1124 HORZ ORDER - SECOND EA1124 VERT ORDER - SECOND CLASS II EA1124 EA1124.The North Carolina HARNS have been completed but, EA1124.due to contractual restrictions, coordinates for these stations EA1124.will NOT be published in the near future. In the interim, the EA1124.published coordinates in North Carolina will not be EA1124.consistent with the Continuously Operating Reference Stations EA1124.(CORS). The HARN coordinates for these stations are available EA1124.upon request. Contact Gary Thompson(919-733-3836). EA1124. EA1124.In addition, the published North Carolina positions EA1124.(NAD 83 (1986)) are NOT consistent with those determined in EA1124.adjacent state readjustments. The discontinuity between stations EA1124.located in North Carolina and those in adjacent states EA1124.which have been adjusted to the HARN may be as much as 5 EA1124.decimeters. This will result in a significant loss of accuracy EA1124.over lines crossing such state borders. EA1124 EA1124 EA1124.The horizontal coordinates were established by classical geodetic methods EA1124.and adjusted by the National Geodetic Survey in July 1986. EA1124 EA1124.The orthometric height was determined by differential leveling EA1124.and adjusted by the National Geodetic Survey in June 1991. EA1124 EA1124.The Laplace correction was computed from DEFLEC99 derived deflections. EA1124 EA1124.The geoid height was determined by GEOID03. EA1124 EA1124.The dynamic height is computed by dividing the NAVD 88 EA1124.geopotential number by the normal gravity value computed on the EA1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA1124.degrees latitude (g = 980.6199 gals.). EA1124 EA1124.The modeled gravity was interpolated from observed gravity values. EA1124 EA1124; North East Units Scale Factor Converg. EA1124;SPC NC - 105,522.034 726,071.167 MT 0.99991956 +0 44 01.5 EA1124;SPC NC - 346,200.21 2,382,118.49 sFT 0.99991956 +0 44 01.5 EA1124;UTM 18 - 3,842,556.249 250,044.415 MT 1.00037013 -1 33 14.4 EA1124 EA1124! - Elev Factor x Scale Factor = Combined Factor EA1124!SPC NC - 1.00000418 x 0.99991956 = 0.99992374 EA1124!UTM 18 - 1.00000418 x 1.00037013 = 1.00037432 EA1124 EA1124: Primary Azimuth Mark Grid Az EA1124:SPC NC - CORBETT 161 22 09.0 EA1124:UTM 18 - CORBETT 163 39 24.9 EA1124 EA1124|---------------------------------------------------------------------| EA1124| PID Reference Object Distance Geod. Az | EA1124| dddmmss.s | EA1124| EA1000 CORBETT APPROX. 0.8 KM 1620610.5 | EA1124| EA0966 WOODBURN 276.677 METERS 35715 | EA1124|---------------------------------------------------------------------| EA1124 EA1124 SUPERSEDED SURVEY CONTROL EA1124 EA1124 NAD 27 - 34 41 39.64846(N) 077 43 44.46987(W) AD( ) 2 EA1124 NGVD 29 (??/??/92) 10.412 (m) 34.16 (f) ADJ UNCH 2 2 EA1124 EA1124.Superseded values are not recommended for survey control. EA1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1124.See file dsdata.txt to determine how the superseded data were derived. EA1124 EA1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5004442556(NAD 83) EA1124_MARKER: DD = SURVEY DISK EA1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1124_STAMPING: WIRE 1974 EA1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1124+STABILITY: SURFACE MOTION EA1124 EA1124 HISTORY - Date Condition Report By EA1124 HISTORY - 1974 MONUMENTED NCGS EA1124 HISTORY - 1975 GOOD NCGS EA1124 EA1124 STATION DESCRIPTION EA1124 EA1124'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA1124'WIRE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EA1124'THE VICINITY OF BURGAW, NORTH CAROLINA. EA1124' EA1124'WIRE IS LOCATED APPROXIMATELY 15.0 MILES NE OF BURGAW, AND 3.1 EA1124'MILES NW OF MAPLE HILL. TO REACH STATION FROM INTERSECTION OF NC EA1124'50 WITH NC 53 NW OF MAPLE HILL, PROCEED NE ALONG NC 50 FOR 1.85 EA1124'MILES TO STATION ON LEFT IN WEST SHOULDER, UNDER A WIRE EXTENDING EA1124'ACROSS HIGHWAY FROM A PP TO A SUPPORT POLE, 0.15 MILE NW OF A EA1124'BRIDGE. 1.25 MILES SOUTHEAST FROM INTERSECTION WITH SR 1525. EA1124' EA1124'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA1124'WIRE 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EA1124'IS 6 INCHES BELOW THE GROUND. EA1124' EA1124'MARK IS 14.0 FT W OF C/L OF NC 50 EA1124' EA1124'49.5 FT W OF PP WITH ALUMINUM REF. TAG EA1124' EA1124'29.8 FT E OF A SUPPORT POLE WITH ALUMINUM REF. TAG EA1124' EA1124'38.8 FT NE OF 10 IN PINE WITH ALUMINUM REF. TAG EA1124' EA1124'76.6 FT SE OF 8 IN PINE WITH ALUMINUM REF. TAG EA1124' EA1124'19.3 FT E OF 8 IN PINE WITH ALUMINUM REF. TAG EA1124 EA1124 STATION RECOVERY (1975) EA1124 EA1124'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA1124'3.1 MI NW FROM MAPLE HILL. EA1124'TO REACH STATION FROM INTERSECTION OF NC 50 WITH NC 53 NW OF MAPLE EA1124'HILL, PROCEED NE ALONG NC 50 FOR 1.85 MILES TO STATION ON LEFT IN WEST EA1124'SHOULDER, UNDER A WIRE EXTENDING ACROSS HIGHWAY FROM A PP TO A SUPPORT EA1124'POLE, AND 0.15 MILE NW OF A BRIDGE, 1.25 MILES SOUTHEAST FROM EA1124'INTERSECTION WITH SR 1525. 14.0 FT. WEST OF C/L OF NC 50, 49.5 FT. EA1124'WEST OF PP WITH ALUMINUM REF. TAG, 29.8 FT. EAST OF SUPPORT POLE WITH EA1124'ALUMINUM REF. TAG, 38.8 FT. NE OF 10 IN. PINE WITH ALUMINUM REF. TAG, EA1124'76.6 FT. SE OF 8 IN. PINE WITH ALUMINUM REF. TAG, AND 19.3 FT. EAST OF EA1124'8 IN. PINE WITH ALUMINUM REF. TAG. DISK IS SET IN TOP OF CONCRETE EA1124'CYLINDER, 6 INCHES BELOW THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0966 *********************************************************************** EA0966 DESIGNATION - WOODBURN EA0966 PID - EA0966 EA0966 STATE/COUNTY- NC/PENDER EA0966 USGS QUAD - MAPLE HILL (1981) EA0966 EA0966 *CURRENT SURVEY CONTROL EA0966 ___________________________________________________________________ EA0966* NAD 83(1986)- 34 41 49.22233(N) 077 43 43.91363(W) ADJUSTED EA0966* NAVD 88 - 11.266 (meters) 36.96 (feet) ADJUSTED EA0966 ___________________________________________________________________ EA0966 LAPLACE CORR- -3.05 (seconds) DEFLEC99 EA0966 GEOID HEIGHT- -36.76 (meters) GEOID03 EA0966 DYNAMIC HT - 11.255 (meters) 36.93 (feet) COMP EA0966 MODELED GRAV- 979,675.0 (mgal) NAVD 88 EA0966 EA0966 HORZ ORDER - SECOND EA0966 VERT ORDER - SECOND CLASS II EA0966 EA0966.The North Carolina HARNS have been completed but, EA0966.due to contractual restrictions, coordinates for these stations EA0966.will NOT be published in the near future. In the interim, the EA0966.published coordinates in North Carolina will not be EA0966.consistent with the Continuously Operating Reference Stations EA0966.(CORS). The HARN coordinates for these stations are available EA0966.upon request. Contact Gary Thompson(919-733-3836). EA0966. EA0966.In addition, the published North Carolina positions EA0966.(NAD 83 (1986)) are NOT consistent with those determined in EA0966.adjacent state readjustments. The discontinuity between stations EA0966.located in North Carolina and those in adjacent states EA0966.which have been adjusted to the HARN may be as much as 5 EA0966.decimeters. This will result in a significant loss of accuracy EA0966.over lines crossing such state borders. EA0966 EA0966 EA0966.The horizontal coordinates were established by classical geodetic methods EA0966.and adjusted by the National Geodetic Survey in July 1986. EA0966 EA0966.The orthometric height was determined by differential leveling EA0966.and adjusted by the National Geodetic Survey in June 1991. EA0966 EA0966.The Laplace correction was computed from DEFLEC99 derived deflections. EA0966 EA0966.The geoid height was determined by GEOID03. EA0966 EA0966.The dynamic height is computed by dividing the NAVD 88 EA0966.geopotential number by the normal gravity value computed on the EA0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0966.degrees latitude (g = 980.6199 gals.). EA0966 EA0966.The modeled gravity was interpolated from observed gravity values. EA0966 EA0966; North East Units Scale Factor Converg. EA0966;SPC NC - 105,798.177 726,054.334 MT 0.99991914 +0 44 01.2 EA0966;SPC NC - 347,106.19 2,382,063.26 sFT 0.99991914 +0 44 01.2 EA0966;UTM 18 - 3,842,832.968 250,038.616 MT 1.00037017 -1 33 15.0 EA0966 EA0966! - Elev Factor x Scale Factor = Combined Factor EA0966!SPC NC - 1.00000400 x 0.99991914 = 0.99992314 EA0966!UTM 18 - 1.00000400 x 1.00037017 = 1.00037417 EA0966 EA0966|---------------------------------------------------------------------| EA0966| PID Reference Object Distance Geod. Az | EA0966| dddmmss.s | EA0966| EA1124 WIRE 276.677 METERS 17715 | EA0966| EA1102 SPEED 357.542 METERS 34454 | EA0966|---------------------------------------------------------------------| EA0966 EA0966 SUPERSEDED SURVEY CONTROL EA0966 EA0966 NAD 27 - 34 41 48.61660(N) 077 43 44.99236(W) AD( ) 2 EA0966 NGVD 29 (??/??/92) 11.568 (m) 37.95 (f) ADJ UNCH 2 2 EA0966 EA0966.Superseded values are not recommended for survey control. EA0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0966.See file dsdata.txt to determine how the superseded data were derived. EA0966 EA0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5003942833(NAD 83) EA0966_MARKER: DD = SURVEY DISK EA0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA0966_STAMPING: WOODBURN 1974 EA0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0966+STABILITY: SURFACE MOTION EA0966 EA0966 HISTORY - Date Condition Report By EA0966 HISTORY - 1974 MONUMENTED NCGS EA0966 HISTORY - 1975 GOOD NCGS EA0966 EA0966 STATION DESCRIPTION EA0966 EA0966'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS) EA0966'WOODBURN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EA0966'IN THE VICINITY OF BURGAW, NORTH CAROLINA. EA0966' EA0966'WOODBURN IS LOCATED APPROXIMATELY 15.1 MILES NE OF BURGAW, AND 3.2 EA0966'MILES NW OF MAPLE HILL. TO REACH STATION FROM INTERSECTION OF NC EA0966'50 WITH NC 53 NW OF MAPLE HILL, PROCEED NE ALONG NC 50 FOR 2.05 EA0966'MILES TO STATION ON RIGHT IN EAST SHOULDER ACROSS HIGHWAY FROM A EA0966'RUBBLE HEAP OF PARTLY BURNED LUMBER. 1.05 MILE SOUTHEAST FROM EA0966'INTERSECTION WITH SR 1525. EA0966' EA0966'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EA0966'WOODBURN 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EA0966'WHICH IS FLUSH WITH THE GROUND. EA0966' EA0966'MARK IS 32.7 FT E OF C/L NC 50 EA0966' EA0966'27.2 FT N OF METAL POST EA0966' EA0966'12.6 FT N OF 10 IN PINE WITH ALUMINUM REF. TAG EA0966' EA0966'13.5 FT S OF 10 IN PINE WITH ALUMINUM REF. TAG EA0966' EA0966'78.3 FT E OF 8 IN PINE WITH ALUMINUM REF. TAG EA0966' EA0966'9.9 FT W OF 8 IN PINE WITH ALUMINUM REF. TAG EA0966 EA0966 STATION RECOVERY (1975) EA0966 EA0966'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EA0966'3.2 MI NW FROM MAPLE HILL. EA0966'TO REACH STATION FROM INTERSECTION OF NC 50 WITH NC 53 NW OF MAPLE EA0966'HILL, PROCEED NE ALONG NC 50 FOR 2.05 MILES TO STATION ON RIGHT IN EA0966'EAST SHOULDER ACROSS HIGHWAY FROM A RUBBLE HEAP OF PARTLY BURNED EA0966'LUMBER, AND 1.05 MILE SOUTHEAST FROM INTERSECTION WITH SR 1525. 32.7 EA0966'FT. EAST OF C/L OF NC 50, 27.2 FT. NORTH OF METAL POST, 12.6 FT. NORTH EA0966'OF 10 IN. PINE WITH ALUMINUM REF. TAG, 13.5 FT. SOUTH OF 10 IN. PINE EA0966'WITH ALUMINUM REF. TAG, 78.3 FT. EAST OF 8 IN. PINE WITH ALUMINUM REF. EA0966'TAG, AND 9.9 FT. WEST OF 8 IN. PINE WITH ALUMINUM REF. TAG. DISK IS EA0966'SET IN TOP OF CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA2560 *********************************************************************** EA2560 DESIGNATION - WOW EA2560 PID - EA2560 EA2560 STATE/COUNTY- NC/PENDER EA2560 USGS QUAD - HAMPSTEAD (1970) EA2560 EA2560 *CURRENT SURVEY CONTROL EA2560 ___________________________________________________________________ EA2560* NAD 83(1986)- 34 19 29.32885(N) 077 40 57.26187(W) ADJUSTED EA2560* NAVD 88 - 6. (meters) 20. (feet) SCALED EA2560 ___________________________________________________________________ EA2560 LAPLACE CORR- -3.39 (seconds) DEFLEC99 EA2560 GEOID HEIGHT- -37.30 (meters) GEOID03 EA2560 EA2560 HORZ ORDER - THIRD EA2560 EA2560.The North Carolina HARNS have been completed but, EA2560.due to contractual restrictions, coordinates for these stations EA2560.will NOT be published in the near future. In the interim, the EA2560.published coordinates in North Carolina will not be EA2560.consistent with the Continuously Operating Reference Stations EA2560.(CORS). The HARN coordinates for these stations are available EA2560.upon request. Contact Gary Thompson(919-733-3836). EA2560. EA2560.In addition, the published North Carolina positions EA2560.(NAD 83 (1986)) are NOT consistent with those determined in EA2560.adjacent state readjustments. The discontinuity between stations EA2560.located in North Carolina and those in adjacent states EA2560.which have been adjusted to the HARN may be as much as 5 EA2560.decimeters. This will result in a significant loss of accuracy EA2560.over lines crossing such state borders. EA2560 EA2560 EA2560.The horizontal coordinates were established by classical geodetic methods EA2560.and adjusted by the National Geodetic Survey in July 1986. EA2560 EA2560.The orthometric height was scaled from a topographic map. EA2560 EA2560.The Laplace correction was computed from DEFLEC99 derived deflections. EA2560 EA2560.The geoid height was determined by GEOID03. EA2560 EA2560; North East Units Scale Factor Converg. EA2560;SPC NC - 64,570.927 730,842.973 MT 1.00000237 +0 45 37.4 EA2560;SPC NC - 211,846.45 2,397,773.99 sFT 1.00000237 +0 45 37.4 EA2560;UTM 18 - 3,801,431.117 253,184.022 MT 1.00035097 -1 30 48.3 EA2560 EA2560! - Elev Factor x Scale Factor = Combined Factor EA2560!SPC NC - 1.00000496 x 1.00000237 = 1.00000733 EA2560!UTM 18 - 1.00000496 x 1.00035097 = 1.00035593 EA2560 EA2560: Primary Azimuth Mark Grid Az EA2560:SPC NC - MALLORY 220 44 48.7 EA2560:UTM 18 - MALLORY 223 01 14.4 EA2560 EA2560|---------------------------------------------------------------------| EA2560| PID Reference Object Distance Geod. Az | EA2560| dddmmss.s | EA2560| EA2534 BEACON 28 APPROX. 3.9 KM 0102918.3 | EA2560| EA2568 BEACON 26 APPROX. 6.6 KM 0303804.3 | EA2560| EA2549 MALLORY APPROX. 3.6 KM 2213026.1 | EA2560| EA2537 BEACON 37 APPROX. 3.9 KM 2585912.6 | EA2560| EA2536 BEACON 33 APPROX. 2.3 KM 2831252.3 | EA2560| EA2535 BEACON 30 APPROX. 2.7 KM 3221933.5 | EA2560|---------------------------------------------------------------------| EA2560 EA2560 SUPERSEDED SURVEY CONTROL EA2560 EA2560 NAD 27 - 34 19 28.71900(N) 077 40 58.34500(W) AD( ) 3 EA2560 EA2560.Superseded values are not recommended for survey control. EA2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA2560.See file dsdata.txt to determine how the superseded data were derived. EA2560 EA2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5318401431(NAD 83) EA2560_MARKER: DS = TRIANGULATION STATION DISK EA2560_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE EA2560_SP_SET: IN CONCRETE IN A CLAY TILE PIPE EA2560_MARK LOGO: CGS EA2560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EA2560 EA2560 HISTORY - Date Condition Report By EA2560 HISTORY - 1914 MONUMENTED CGS EA2560 HISTORY - 1925 GOOD NCGS EA2560 HISTORY - 1933 GOOD CGS EA2560 HISTORY - 1964 MARK NOT FOUND CGS EA2560 EA2560 STATION DESCRIPTION EA2560 EA2560'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS) EA2560'STATION IS ABOUT 3/4 MILE SW FROM OLD TOPSAIL INLET, ON THE EA2560'RIDGE OF THE BANKS, JUST E OF A POINT OPPOSITE THE ENTRANCE EA2560'TO MILL CREEK. EA2560' EA2560'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN EA2560'CONCRETE AT THE CENTER OF THE TOP OF A TILE. EA2560' EA2560'THERE ARE NO REFERENCE MARKS. EA2560 EA2560 STATION RECOVERY (1925) EA2560 EA2560'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1925 EA2560'STATION RECOVERED IN GOOD CONDITION. AT STATION WOW, COUNCIL EA2560'TO CHIMNEY OF HUTAFF FISHING HUT, 72 DEG 09 MIN 40 SEC. DISTANCE EA2560'SCALES 1250 FEET. HUT IS ABOUT 8 BY 10 FEET AND HAS A GOOD EA2560'BRICK CHIMNEY. HUT IS LOCATED ABOUT 300 YARDS S OF EA2560'HIGH-WATER MARK OF OLD TOPSAIL INLET. (LOCALLY KNOWN AS EA2560'ELMORE INLET.) EA2560 EA2560 STATION RECOVERY (1933) EA2560 EA2560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JAB) EA2560'STATION WAS FOUND AND IN GOOD SHAPE. IT IS ABOUT 3/4 MILE SW EA2560'FROM OLD TOPSAIL INLET ON THE RIDGE OF THE BANKS JUST E OF EA2560'WHERE MILL CREEK LEAVES THE BANKS, ABOUT 300 YARDS E OF EA2560'COTTAGE ON SAND RIDGE AT HEAD OF MILL CREEK, ON HIGHEST SAND EA2560'BANK OF RIDGE OVERLOOKING OCEAN, ABOUT 200 YARDS FROM OCEAN EA2560'AND 300 YARDS FROM SOUND. EA2560 EA2560 STATION RECOVERY (1964) EA2560 EA2560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW) EA2560'LOST. THE STATION WAS SEARCHED FOR BY TWO MEN, BUT NO TRACE EA2560'COULD BE FOUND. THE STATION MAY BE INTACT BUT COVERED BY EA2560'SHIFTING SAND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0466 *********************************************************************** EA0466 DESIGNATION - X 115 EA0466 PID - EA0466 EA0466 STATE/COUNTY- NC/PENDER EA0466 USGS QUAD - TOPSAIL (1970) EA0466 EA0466 *CURRENT SURVEY CONTROL EA0466 ___________________________________________________________________ EA0466* NAD 83(1986)- 34 24 45.36219(N) 077 39 14.59805(W) ADJUSTED EA0466* NAVD 88 - 13.257 (meters) 43.49 (feet) ADJUSTED EA0466 ___________________________________________________________________ EA0466 LAPLACE CORR- -3.82 (seconds) DEFLEC99 EA0466 GEOID HEIGHT- -37.20 (meters) GEOID03 EA0466 DYNAMIC HT - 13.244 (meters) 43.45 (feet) COMP EA0466 MODELED GRAV- 979,661.5 (mgal) NAVD 88 EA0466 EA0466 HORZ ORDER - SECOND EA0466 VERT ORDER - FIRST CLASS I EA0466 EA0466.The North Carolina HARNS have been completed but, EA0466.due to contractual restrictions, coordinates for these stations EA0466.will NOT be published in the near future. In the interim, the EA0466.published coordinates in North Carolina will not be EA0466.consistent with the Continuously Operating Reference Stations EA0466.(CORS). The HARN coordinates for these stations are available EA0466.upon request. Contact Gary Thompson(919-733-3836). EA0466. EA0466.In addition, the published North Carolina positions EA0466.(NAD 83 (1986)) are NOT consistent with those determined in EA0466.adjacent state readjustments. The discontinuity between stations EA0466.located in North Carolina and those in adjacent states EA0466.which have been adjusted to the HARN may be as much as 5 EA0466.decimeters. This will result in a significant loss of accuracy EA0466.over lines crossing such state borders. EA0466 EA0466 EA0466.The horizontal coordinates were established by classical geodetic methods EA0466.and adjusted by the National Geodetic Survey in January 1988. EA0466 EA0466.The orthometric height was determined by differential leveling EA0466.and adjusted by the National Geodetic Survey in June 1991. EA0466 EA0466.The Laplace correction was computed from DEFLEC99 derived deflections. EA0466 EA0466.The geoid height was determined by GEOID03. EA0466 EA0466.The dynamic height is computed by dividing the NAVD 88 EA0466.geopotential number by the normal gravity value computed on the EA0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0466.degrees latitude (g = 980.6199 gals.). EA0466 EA0466.The modeled gravity was interpolated from observed gravity values. EA0466 EA0466; North East Units Scale Factor Converg. EA0466;SPC NC - 74,343.280 733,335.249 MT 0.99997899 +0 46 36.6 EA0466;SPC NC - 243,907.91 2,405,950.73 sFT 0.99997899 +0 46 36.6 EA0466;UTM 18 - 3,811,100.201 256,063.380 MT 1.00033353 -1 30 02.4 EA0466 EA0466! - Elev Factor x Scale Factor = Combined Factor EA0466!SPC NC - 1.00000376 x 0.99997899 = 0.99998275 EA0466!UTM 18 - 1.00000376 x 1.00033353 = 1.00033729 EA0466 EA0466 SUPERSEDED SURVEY CONTROL EA0466 EA0466 NGVD 29 (??/??/92) 13.561 (m) 44.49 (f) ADJ UNCH 1 1 EA0466 EA0466.Superseded values are not recommended for survey control. EA0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0466.See file dsdata.txt to determine how the superseded data were derived. EA0466 EA0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5606311100(NAD 83) EA0466_MARKER: DB = BENCH MARK DISK EA0466_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE EA0466_SP_SET: SET IN A RETAINING WALL OR LEDGE EA0466_STAMPING: X 115 1963 EA0466_MARK LOGO: CGS EA0466_MAGNETIC: O = OTHER; SEE DESCRIPTION EA0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0466+STABILITY: SURFACE MOTION EA0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA0466+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1999 EA0466 EA0466 HISTORY - Date Condition Report By EA0466 HISTORY - 1963 MONUMENTED CGS EA0466 HISTORY - 1979 GOOD NCGS EA0466 HISTORY - 1984 GOOD NCGS EA0466 HISTORY - 1985 GOOD USPSQD EA0466 HISTORY - 19990701 SEE DESCRIPTION NCGS EA0466 HISTORY - 20050313 MARK NOT FOUND USPSQD EA0466 EA0466 STATION DESCRIPTION EA0466 EA0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 EA0466'4.3 MI NE FROM HAMPSTEAD. EA0466'4.3 MILES NORTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM EA0466'THE HAMPSTEAD TOPSAIL SCHOOL AT HAMPSTEAD, 0.1 MILE NORTHEAST EA0466'OF MILEPOST CB 265, 0.1 MILE SOUTHWEST OF THE T JUNCTION OF U.S. EA0466'HIGHWAY 17 AND ROAD 1563 (SAND ROAD) LEADING SOUTHEAST, 50 FEET EA0466'SOUTHEAST OF THE SOUTHEAST RAIL, 25 1/2 FEET NORTHWEST OF THE EA0466'CENTER LINE OF U.S. HIGHWAY 17, ON TOP OF THE SOUTHWEST END OF EA0466'THE NORTHWEST CONCRETE HEAD WALL FOR A 12-FOOT CONCRETE BOX EA0466'CULVERT UNDER THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY. EA0466 EA0466 STATION RECOVERY (1979) EA0466 EA0466'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EA0466'4.65 MILES NORTHEAST ALONG U.S. 17 FROM JUNCTION WITH N.C. 210 EA0466'AT HAMPSTEAD, ON TOP OF THE SOUTHWEST END OF NORTHWEST HEADWALL EA0466'FOR A 12 FOOT BOX CULVERT UNDER HIGHWAY AND 0.1 MILE SOUTHWEST EA0466'OF T INTERSECTION WITH SR 1563, 25.5 FEET NORTHWEST OF CENTERLINE EA0466'OF HIGHWAY AND 0.8 FEET NORTHEAST OF SOUTHWEST END OF HEADWALL. EA0466'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EA0466 EA0466 STATION RECOVERY (1984) EA0466 EA0466'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) EA0466'THE STATION IS LOCATED 7.2 KM (4.5 MI) NORTHEAST OF HAMPSTEAD. EA0466' EA0466'ALONG US 17 FOR 7.5 KM (4.65 MI) FROM INTERSECTION WITH NC 210 AT EA0466'HAMPSTEAD, OR 0.15 KM (0.1 MI) SOUTHWEST OF T-INTERSECTION WITH SR EA0466'1563, IN HEADWALL OF BOX-CULVERT. EA0466' EA0466'THE STATION IS A STANDARD CGS DISK EA0466'STAMPED---X 115 1963---, EA0466'SET INTO A DRILL HOLE IN TOP OF THE SOUTHWEST END OF NORTHWEST EA0466'HEADWALL OF A 12 FOOT BOX CULVERT. MARK IS EA0466'7.7 METERS (25.5 FT) NORTHWEST FROM THE CENTERLINE OF HIGHWAY, EA0466'0.24 METERS (0.8 FT) NORTHEAST FROM THE SOUTHWEST END OF HEADWALL. EA0466' EA0466'MARK IS ABOUT LEVEL WITH ROAD. EA0466 EA0466 STATION RECOVERY (1985) EA0466 EA0466'RECOVERY NOTE BY US POWER SQUADRON 1985 EA0466'RECOVERED IN GOOD CONDITION. EA0466 EA0466 STATION RECOVERY (1999) EA0466 EA0466'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH) EA0466'NOT FOUND PROBABLY LOST DUE TO HIGHWAY CONSTRUCTION. BOX CULVERT HAS EA0466'BEEN EXTENDED TO NORTHWEST TO ACCOMIDATE NEW FOUR LANE. NEW HEADWALL EA0466'AT THE NORTHWEST END OF BOX CULVERT. EA0466 EA0466 STATION RECOVERY (2005) EA0466 EA0466'RECOVERY NOTE BY US POWER SQUADRON 2005 EA0466'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0684 *********************************************************************** EA0684 DESIGNATION - X 229 EA0684 PID - EA0684 EA0684 STATE/COUNTY- NC/PENDER EA0684 USGS QUAD - HOLLY RIDGE (1997) EA0684 EA0684 *CURRENT SURVEY CONTROL EA0684 ___________________________________________________________________ EA0684* NAD 83(1986)- 34 27 47.96483(N) 077 33 38.72959(W) ADJUSTED EA0684* NAVD 88 - 8.784 (meters) 28.82 (feet) ADJUSTED EA0684 ___________________________________________________________________ EA0684 LAPLACE CORR- -2.07 (seconds) DEFLEC99 EA0684 GEOID HEIGHT- -37.32 (meters) GEOID03 EA0684 DYNAMIC HT - 8.775 (meters) 28.79 (feet) COMP EA0684 MODELED GRAV- 979,657.0 (mgal) NAVD 88 EA0684 EA0684 HORZ ORDER - SECOND EA0684 VERT ORDER - FIRST CLASS II EA0684 EA0684.The North Carolina HARNS have been completed but, EA0684.due to contractual restrictions, coordinates for these stations EA0684.will NOT be published in the near future. In the interim, the EA0684.published coordinates in North Carolina will not be EA0684.consistent with the Continuously Operating Reference Stations EA0684.(CORS). The HARN coordinates for these stations are available EA0684.upon request. Contact Gary Thompson(919-733-3836). EA0684. EA0684.In addition, the published North Carolina positions EA0684.(NAD 83 (1986)) are NOT consistent with those determined in EA0684.adjacent state readjustments. The discontinuity between stations EA0684.located in North Carolina and those in adjacent states EA0684.which have been adjusted to the HARN may be as much as 5 EA0684.decimeters. This will result in a significant loss of accuracy EA0684.over lines crossing such state borders. EA0684 EA0684 EA0684.The horizontal coordinates were established by classical geodetic methods EA0684.and adjusted by the National Geodetic Survey in July 1999. EA0684 EA0684.The orthometric height was determined by differential leveling EA0684.and adjusted by the National Geodetic Survey in June 1991. EA0684 EA0684.The Laplace correction was computed from DEFLEC99 derived deflections. EA0684 EA0684.The geoid height was determined by GEOID03. EA0684 EA0684.The dynamic height is computed by dividing the NAVD 88 EA0684.geopotential number by the normal gravity value computed on the EA0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0684.degrees latitude (g = 980.6199 gals.). EA0684 EA0684.The modeled gravity was interpolated from observed gravity values. EA0684 EA0684; North East Units Scale Factor Converg. EA0684;SPC NC - 80,089.568 741,829.960 MT 0.99996653 +0 49 50.5 EA0684;SPC NC - 262,760.52 2,433,820.46 sFT 0.99996653 +0 49 50.5 EA0684;UTM 18 - 3,816,505.958 264,782.794 MT 1.00028202 -1 26 59.1 EA0684 EA0684! - Elev Factor x Scale Factor = Combined Factor EA0684!SPC NC - 1.00000448 x 0.99996653 = 0.99997101 EA0684!UTM 18 - 1.00000448 x 1.00028202 = 1.00028650 EA0684 EA0684 SUPERSEDED SURVEY CONTROL EA0684 EA0684 NAVD 88 (07/28/99) 8.78 (m) 28.8 (f) LEVELING 3 EA0684 NGVD 29 (??/??/92) 9.088 (m) 29.82 (f) ADJ UNCH 1 2 EA0684 EA0684.Superseded values are not recommended for survey control. EA0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0684.See file dsdata.txt to determine how the superseded data were derived. EA0684 EA0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6478316506(NAD 83) EA0684_MARKER: DB = BENCH MARK DISK EA0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA0684_STAMPING: X 229 1947 EA0684_MARK LOGO: CGS EA0684_PROJECTION: PROJECTING 30 CENTIMETERS EA0684_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EA0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0684+STABILITY: SURFACE MOTION EA0684_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EA0684+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1988 EA0684 EA0684 HISTORY - Date Condition Report By EA0684 HISTORY - 1947 MONUMENTED CGS EA0684 HISTORY - 1979 GOOD NCGS EA0684 HISTORY - 1987 GOOD USPSQD EA0684 HISTORY - 19880407 GOOD NCGS EA0684 EA0684 STATION DESCRIPTION EA0684 EA0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 EA0684'2.4 MI S FROM HOLLYRIDGE. EA0684'2.35 MILES SOUTH ALONG THE SEARS LANDING ROAD FROM THE RAILROAD EA0684'STATION AT HOLLYRIDGE, 0.1 MILE SOUTH OF THE CROSSING OF A DIRT EA0684'ROAD LEADING WEST FROM THE WEST SIDE OF THE MAIN ROAD AND EA0684'PARALLELING THE MAIN ROAD FOR SHORT DISTANCE ON THE EAST SIDE, EA0684'24.5 FEET EAST OF THE CENTERLINE OF THE DIRT ROAD WHICH EA0684'PARALLELS THE MAIN ROAD FOR SHORT DISTANCE, 140.0 FEET EAST OF EA0684'THE CENTERLINE OF THE MAIN ROAD, 60.0 FEET SOUTH OF THE CENTERLINE EA0684'OF A DIRT ROAD LEADING EAST, IN A GROVE OF SEVERAL LARGE PINE EA0684'TREES, 2.0 FEET SOUTH OF A WHITE REFERENCE POST, SET IN THE TOP EA0684'OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND. EA0684 EA0684 STATION RECOVERY (1979) EA0684 EA0684'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EA0684'2.3 MILES SOUTHEAST ALONG N.C. 50 FROM INTERSECTION WITH U.S. 17 EA0684'IN HOLLY RIDGE, APPROXIMATELY 150 FEET EAST OF HIGHWAY AT JUNCTION EA0684'OF SR 1534 AND SR 1588, 30.6 FEET EAST-NORTHEAST OF CENTERLINE EA0684'OF SR 1534, 75.0 FEET SOUTH OF CENTERLINE OF SR 1588, 6.3 FEET EA0684'SOUTHWEST OF 6 INCH OAK WITH REFERENCE TAG AND 12.8 FEET EA0684'NORTHWEST OF 3 INCH OAK WITH REFERENCE TAG. EA0684'THE MARK IS 1.2 FT N FROM A WITNESS POST. EA0684'THE MARK IS 1 FT ABOVE GROUND. EA0684 EA0684 STATION RECOVERY (1987) EA0684 EA0684'RECOVERY NOTE BY US POWER SQUADRON 1987 (HW) EA0684'RECOVERED IN GOOD CONDITION. EA0684 EA0684 STATION RECOVERY (1988) EA0684 EA0684'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB) EA0684'RECOVERED AS DESCRIBED. NEW INFORMATION FOLLOWS. STATION IS AT THE EA0684'INTERSECTION OF SR 1534, SR 1588, AND NC 50. MARK PROJECTS 6 INCHES EA0684'ABOVE GROUND AND IS 1 FOOT (0.3 M) LOWER THAN THE HIGHWAY. LOCATED EA0684'136.6 FT (41.6 M) EAST-SOUTHEAST OF THE CENTERLINE OF NC 50, 69.0 FT EA0684'(21.0 M) SOUTH OF THE CENTERLINE OF SR 1588, 22.0 FT (6.7 M) EA0684'SOUTH-SOUTHWEST OF A TELEPHONE POLE, 1.2 FT (0.4 M) NORTH-NORTHEAST OF EA0684'A METAL WITNESS POST, AND 6.5 FT (2.0 M) WEST-SOUTHWEST OF A 10-INCH EA0684'OAK WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0685 *********************************************************************** EA0685 DESIGNATION - Y 229 EA0685 PID - EA0685 EA0685 STATE/COUNTY- NC/PENDER EA0685 USGS QUAD - HOLLY RIDGE (1997) EA0685 EA0685 *CURRENT SURVEY CONTROL EA0685 ___________________________________________________________________ EA0685* NAD 83(1986)- 34 26 59.53999(N) 077 33 49.27877(W) ADJUSTED EA0685* NAVD 88 - 9.404 (meters) 30.85 (feet) ADJUSTED EA0685 ___________________________________________________________________ EA0685 LAPLACE CORR- -2.14 (seconds) DEFLEC99 EA0685 GEOID HEIGHT- -37.34 (meters) GEOID03 EA0685 DYNAMIC HT - 9.394 (meters) 30.82 (feet) COMP EA0685 MODELED GRAV- 979,656.1 (mgal) NAVD 88 EA0685 EA0685 HORZ ORDER - SECOND EA0685 VERT ORDER - SECOND CLASS 0 EA0685 EA0685.The North Carolina HARNS have been completed but, EA0685.due to contractual restrictions, coordinates for these stations EA0685.will NOT be published in the near future. In the interim, the EA0685.published coordinates in North Carolina will not be EA0685.consistent with the Continuously Operating Reference Stations EA0685.(CORS). The HARN coordinates for these stations are available EA0685.upon request. Contact Gary Thompson(919-733-3836). EA0685. EA0685.In addition, the published North Carolina positions EA0685.(NAD 83 (1986)) are NOT consistent with those determined in EA0685.adjacent state readjustments. The discontinuity between stations EA0685.located in North Carolina and those in adjacent states EA0685.which have been adjusted to the HARN may be as much as 5 EA0685.decimeters. This will result in a significant loss of accuracy EA0685.over lines crossing such state borders. EA0685 EA0685 EA0685.The horizontal coordinates were established by classical geodetic methods EA0685.and adjusted by the National Geodetic Survey in July 1999. EA0685 EA0685.The orthometric height was determined by differential leveling EA0685.and adjusted by the National Geodetic Survey in June 1991. EA0685 EA0685.The Laplace correction was computed from DEFLEC99 derived deflections. EA0685 EA0685.The geoid height was determined by GEOID03. EA0685 EA0685.The dynamic height is computed by dividing the NAVD 88 EA0685.geopotential number by the normal gravity value computed on the EA0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0685.degrees latitude (g = 980.6199 gals.). EA0685 EA0685.The modeled gravity was interpolated from observed gravity values. EA0685 EA0685; North East Units Scale Factor Converg. EA0685;SPC NC - 78,593.705 741,582.347 MT 0.99996976 +0 49 44.4 EA0685;SPC NC - 257,852.85 2,433,008.08 sFT 0.99996976 +0 49 44.4 EA0685;UTM 18 - 3,815,020.665 264,475.766 MT 1.00028380 -1 27 03.3 EA0685 EA0685! - Elev Factor x Scale Factor = Combined Factor EA0685!SPC NC - 1.00000438 x 0.99996976 = 0.99997414 EA0685!UTM 18 - 1.00000438 x 1.00028380 = 1.00028819 EA0685 EA0685 SUPERSEDED SURVEY CONTROL EA0685 EA0685 NAVD 88 (07/28/99) 9.40 (m) 30.8 (f) LEVELING 3 EA0685 NGVD 29 (??/??/92) 9.708 (m) 31.85 (f) ADJ UNCH 2 0 EA0685 EA0685.Superseded values are not recommended for survey control. EA0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0685.See file dsdata.txt to determine how the superseded data were derived. EA0685 EA0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6447615021(NAD 83) EA0685_MARKER: DB = BENCH MARK DISK EA0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA0685_STAMPING: Y 229 1947 EA0685_MARK LOGO: CGS EA0685_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EA0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0685+STABILITY: SURFACE MOTION EA0685_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EA0685+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1988 EA0685 EA0685 HISTORY - Date Condition Report By EA0685 HISTORY - 1947 MONUMENTED CGS EA0685 HISTORY - 1978 GOOD USE EA0685 HISTORY - 1987 GOOD USPSQD EA0685 HISTORY - 19880407 GOOD NCGS EA0685 EA0685 STATION DESCRIPTION EA0685 EA0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 EA0685'3.3 MI S FROM HOLLYRIDGE. EA0685'3.3 MILES SOUTH ALONG THE SEARS LANDING ROAD FROM THE RAILROAD EA0685'STATION AT HOLLYRIDGE, 183.5 FEET SOUTHWEST OF THE CENTERLINE OF EA0685'THE SEARS LANDING ROAD MEASURED FROM A POINT AT THE CENTER OF THE EA0685'CROSSING OF A DIRT ROAD, 27.0 FEET SOUTHEAST OF THE CENTERLINE EA0685'OF THE DIRT ROAD, 47.0 FEET NORTHEAST OF THE CENTERLINE OF DIRT EA0685'DRIVE TO THE HOME OF TIM ATKINSON, 116.5 FEET NORTHWEST OF THE EA0685'NORTH CORNER OF THE ATKINSON HOME, 5.0 FEET WEST OF A 25-INCH EA0685'PINE TREE, SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT EA0685'ABOVE THE GROUND. EA0685 EA0685 STATION RECOVERY (1978) EA0685 EA0685'RECOVERY NOTE BY US ENGINEERS 1978 EA0685'RECOVERED IN GOOD CONDITION. EA0685 EA0685 STATION RECOVERY (1987) EA0685 EA0685'RECOVERY NOTE BY US POWER SQUADRON 1987 (HW) EA0685'RECOVERED IN GOOD CONDITION. EA0685 EA0685 STATION RECOVERY (1988) EA0685 EA0685'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB) EA0685'RECOVERED AS DESCRIBED. NEW INFORMATION FOLLOWS. STATION IS AT THE EA0685'INTERSECTION OF SR 1534, NC 210, AND NC 50. MARK PROJECTS 3 INCHES EA0685'ABOVE GROUND AND IS 1 FOOT (0.3 M) LOWER THAN HIGHWAY. LOCATED 184.5 EA0685'FT (56.2 M) WEST OF THE CENTERLINE OF NC 50, 26.0 FT (7.9 M) SOUTH OF EA0685'THE CENTERLINE OF NC 210, 1.0 FT (0.3 M) NORTH OF A METAL WITNESS EA0685'POST, 2.5 FT (0.8 M) SOUTHEAST OF THE SOUTH LEG OF A SIGN, 94.5 FT EA0685'(28.8 M) EAST OF A TELEPHONE POLE (210-R2S), AND 7.5 FT (2.3 M) EA0685'NORTH-NORTHWEST OF A 36-INCH PINE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0456 *********************************************************************** EA0456 DESIGNATION - Z 116 EA0456 PID - EA0456 EA0456 STATE/COUNTY- NC/PENDER EA0456 USGS QUAD - HOLLY RIDGE (1997) EA0456 EA0456 *CURRENT SURVEY CONTROL EA0456 ___________________________________________________________________ EA0456* NAD 83(1986)- 34 27 55.72968(N) 077 35 15.53781(W) ADJUSTED EA0456* NAVD 88 - 17.851 (meters) 58.57 (feet) ADJUSTED EA0456 ___________________________________________________________________ EA0456 LAPLACE CORR- -2.49 (seconds) DEFLEC99 EA0456 GEOID HEIGHT- -37.27 (meters) GEOID03 EA0456 DYNAMIC HT - 17.833 (meters) 58.51 (feet) COMP EA0456 MODELED GRAV- 979,657.7 (mgal) NAVD 88 EA0456 EA0456 HORZ ORDER - SECOND EA0456 VERT ORDER - FIRST CLASS I EA0456 EA0456.The North Carolina HARNS have been completed but, EA0456.due to contractual restrictions, coordinates for these stations EA0456.will NOT be published in the near future. In the interim, the EA0456.published coordinates in North Carolina will not be EA0456.consistent with the Continuously Operating Reference Stations EA0456.(CORS). The HARN coordinates for these stations are available EA0456.upon request. Contact Gary Thompson(919-733-3836). EA0456. EA0456.In addition, the published North Carolina positions EA0456.(NAD 83 (1986)) are NOT consistent with those determined in EA0456.adjacent state readjustments. The discontinuity between stations EA0456.located in North Carolina and those in adjacent states EA0456.which have been adjusted to the HARN may be as much as 5 EA0456.decimeters. This will result in a significant loss of accuracy EA0456.over lines crossing such state borders. EA0456 EA0456 EA0456.The horizontal coordinates were established by classical geodetic methods EA0456.and adjusted by the National Geodetic Survey in January 1988. EA0456 EA0456.The orthometric height was determined by differential leveling EA0456.and adjusted by the National Geodetic Survey in June 1991. EA0456 EA0456.The Laplace correction was computed from DEFLEC99 derived deflections. EA0456 EA0456.The geoid height was determined by GEOID03. EA0456 EA0456.The dynamic height is computed by dividing the NAVD 88 EA0456.geopotential number by the normal gravity value computed on the EA0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0456.degrees latitude (g = 980.6199 gals.). EA0456 EA0456.The modeled gravity was interpolated from observed gravity values. EA0456 EA0456; North East Units Scale Factor Converg. EA0456;SPC NC - 80,293.318 739,356.128 MT 0.99996602 +0 48 54.6 EA0456;SPC NC - 263,428.99 2,425,704.23 sFT 0.99996602 +0 48 54.6 EA0456;UTM 18 - 3,816,808.075 262,318.232 MT 1.00029639 -1 27 54.2 EA0456 EA0456! - Elev Factor x Scale Factor = Combined Factor EA0456!SPC NC - 1.00000305 x 0.99996602 = 0.99996907 EA0456!UTM 18 - 1.00000305 x 1.00029639 = 1.00029944 EA0456 EA0456 SUPERSEDED SURVEY CONTROL EA0456 EA0456 NGVD 29 (??/??/92) 18.156 (m) 59.57 (f) ADJ UNCH 1 1 EA0456 EA0456.Superseded values are not recommended for survey control. EA0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0456.See file dsdata.txt to determine how the superseded data were derived. EA0456 EA0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6231816808(NAD 83) EA0456_MARKER: DB = BENCH MARK DISK EA0456_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) EA0456_SP_SET: 88 FEET EA0456_STAMPING: Z 116 1963 EA0456_MARK LOGO: CGS EA0456_PROJECTION: FLUSH EA0456_MAGNETIC: O = OTHER; SEE DESCRIPTION EA0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EA0456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA0456+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2005 EA0456_ROD/PIPE-DEPTH: 26.8 meters EA0456 EA0456 HISTORY - Date Condition Report By EA0456 HISTORY - 1963 MONUMENTED CGS EA0456 HISTORY - 1978 GOOD USE EA0456 HISTORY - 1979 GOOD NCGS EA0456 HISTORY - 1989 GOOD USPSQD EA0456 HISTORY - 19990803 GOOD NCGS EA0456 HISTORY - 20050313 GOOD USPSQD EA0456 EA0456 STATION DESCRIPTION EA0456 EA0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 EA0456'2.8 MI SW FROM HOLLYRIDGE. EA0456'2.8 MILES SOUTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM EA0456'THE STATION AT HOLLYRIDGE, 0.3 MILE SOUTHWEST OF MILEPOST CB 271, EA0456'48 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 17, EA0456'ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING NORTHEAST AND EA0456'WEST, 94.5 FEET NORTH-NORTHWEST OF THE NORTH CORNER OF A ONE-STORY EA0456'FRAME HOUSE, 2 1/2 FEET SOUTHEAST OF POWER LINE POLE 320, 1 1/2 EA0456'FEET NORTHWEST OF A WOODEN WITNESS POST, ABOUT 1 1/2 FEET EA0456'LOWER THAN THE HIGHWAY, AND IS A DISK ON COPPER COATED STEEL ROD EA0456'FLUSH WITH THE GROUND AND PROTECTED BY A 6-INCH TILE WHICH EA0456'PROJECTS 3 INCHES. THE ROD WAS DRIVEN TO A DEPTH OF 88 FEET. EA0456 EA0456 STATION RECOVERY (1978) EA0456 EA0456'RECOVERY NOTE BY US ENGINEERS 1978 EA0456'RECOVERED IN GOOD CONDITION. EA0456 EA0456 STATION RECOVERY (1979) EA0456 EA0456'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EA0456'FOUND WITH TILE BROKEN OFF. THE DISK IS RECESSED 6 INCHES BELOW EA0456'GROUND SURFACE. 2.8 MILES SOUTHWEST ALONG U.S. 17 FROM EA0456'INTERSECTION WITH N.C. 50 IN HOLLY RIDGE, ON SOUTHEAST SIDE OF EA0456'HIGHWAY AT POWER POLE 320, 0.45 MILE NORTHEAST OF INTERSECTION EA0456'WITH SR 1537 AND MAN HOLLOW CHURCH, 48.0 FEET SOUTH-SOUTHEAST EA0456'OF CENTERLINE OF HIGHWAY, 94.5 FEET NORTH-NORTHWEST OF NORTH EA0456'CORNER OF A FRAME HOUSE, 2.5 FEET SOUTHEAST OF POWER POLE WITH EA0456'REFERENCE TAG, 51.4 FEET NORTHEAST OF A 40 INCH OAK WITH EA0456'REFERENCE TAG, AND 54.6 FEET AST OF NORTHEAST END OF 15 INCH EA0456'CULVERT UNDER DRIVE. EA0456'THE MARK IS 3 FT BELOW HIGHWAY. EA0456 EA0456 STATION RECOVERY (1989) EA0456 EA0456'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMP) EA0456'RECOVERED IN GOOD CONDITION. EA0456 EA0456 STATION RECOVERY (1999) EA0456 EA0456'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH) EA0456'RECOVERED IN GOOD CONDITION, REFERENCES NOT CHECKED THIS DATE. EA0456 EA0456 STATION RECOVERY (2005) EA0456 EA0456'RECOVERY NOTE BY US POWER SQUADRON 2005 EA0456'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA0702 *********************************************************************** EA0702 DESIGNATION - ZERO EA0702 PID - EA0702 EA0702 STATE/COUNTY- NC/PENDER EA0702 USGS QUAD - HAMPSTEAD (1970) EA0702 EA0702 *CURRENT SURVEY CONTROL EA0702 ___________________________________________________________________ EA0702* NAD 83(1986)- 34 21 56.52317(N) 077 37 42.05470(W) ADJUSTED EA0702* NAVD 88 - 4.219 (meters) 13.84 (feet) ADJUSTED EA0702 ___________________________________________________________________ EA0702 LAPLACE CORR- -3.35 (seconds) DEFLEC99 EA0702 GEOID HEIGHT- -37.34 (meters) GEOID03 EA0702 DYNAMIC HT - 4.215 (meters) 13.83 (feet) COMP EA0702 MODELED GRAV- 979,655.3 (mgal) NAVD 88 EA0702 EA0702 HORZ ORDER - SECOND EA0702 VERT ORDER - SECOND CLASS 0 EA0702 EA0702.The North Carolina HARNS have been completed but, EA0702.due to contractual restrictions, coordinates for these stations EA0702.will NOT be published in the near future. In the interim, the EA0702.published coordinates in North Carolina will not be EA0702.consistent with the Continuously Operating Reference Stations EA0702.(CORS). The HARN coordinates for these stations are available EA0702.upon request. Contact Gary Thompson(919-733-3836). EA0702. EA0702.In addition, the published North Carolina positions EA0702.(NAD 83 (1986)) are NOT consistent with those determined in EA0702.adjacent state readjustments. The discontinuity between stations EA0702.located in North Carolina and those in adjacent states EA0702.which have been adjusted to the HARN may be as much as 5 EA0702.decimeters. This will result in a significant loss of accuracy EA0702.over lines crossing such state borders. EA0702 EA0702 EA0702.The horizontal coordinates were established by classical geodetic methods EA0702.and adjusted by the National Geodetic Survey in July 1986. EA0702 EA0702.The orthometric height was determined by differential leveling EA0702.and adjusted by the National Geodetic Survey in June 1991. EA0702 EA0702.The Laplace correction was computed from DEFLEC99 derived deflections. EA0702 EA0702.The geoid height was determined by GEOID03. EA0702 EA0702.The dynamic height is computed by dividing the NAVD 88 EA0702.geopotential number by the normal gravity value computed on the EA0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EA0702.degrees latitude (g = 980.6199 gals.). EA0702 EA0702.The modeled gravity was interpolated from observed gravity values. EA0702 EA0702; North East Units Scale Factor Converg. EA0702;SPC NC - 69,173.642 735,770.205 MT 0.99999119 +0 47 30.0 EA0702;SPC NC - 226,947.19 2,413,939.41 sFT 0.99999119 +0 47 30.0 EA0702;UTM 18 - 3,805,836.112 258,291.802 MT 1.00032020 -1 29 03.7 EA0702 EA0702! - Elev Factor x Scale Factor = Combined Factor EA0702!SPC NC - 1.00000520 x 0.99999119 = 0.99999639 EA0702!UTM 18 - 1.00000520 x 1.00032020 = 1.00032540 EA0702 EA0702: Primary Azimuth Mark Grid Az EA0702:SPC NC - TOWER TWO 038 21 00.8 EA0702:UTM 18 - TOWER TWO 040 37 34.5 EA0702 EA0702|---------------------------------------------------------------------| EA0702| PID Reference Object Distance Geod. Az | EA0702| dddmmss.s | EA0702| EA0698 TOWER TWO APPROX. 2.3 KM 0390830.8 | EA0702| EA0707 TOWER ONE 409.028 METERS 2460432.5 | EA0702|---------------------------------------------------------------------| EA0702 EA0702 SUPERSEDED SURVEY CONTROL EA0702 EA0702 NAD 27 - 34 21 55.91500(N) 077 37 43.15000(W) AD( ) 2 EA0702 NGVD 29 (??/??/92) 4.523 (m) 14.84 (f) ADJ UNCH 2 0 EA0702 EA0702.Superseded values are not recommended for survey control. EA0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA0702.See file dsdata.txt to determine how the superseded data were derived. EA0702 EA0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5829205836(NAD 83) EA0702_MARKER: DS = TRIANGULATION STATION DISK EA0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA0702_STAMPING: ZERO 1947 EA0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA0702+STABILITY: SURFACE MOTION EA0702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA0702+SATELLITE: SATELLITE OBSERVATIONS - January 09, 1997 EA0702 EA0702 HISTORY - Date Condition Report By EA0702 HISTORY - 1947 MONUMENTED CGS EA0702 HISTORY - 1947 GOOD CGS EA0702 HISTORY - 1962 MARK NOT FOUND CGS EA0702 HISTORY - 1970 SEE DESCRIPTION USGS EA0702 HISTORY - 1983 MARK NOT FOUND USPSQD EA0702 HISTORY - 19970109 MARK NOT FOUND NCGS EA0702 EA0702 STATION DESCRIPTION EA0702 EA0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CRR) EA0702'THE STATION IS LOCATED NEAR THE SOUTHWEST END OF TOPSAIL ISLAND EA0702'ABOUT 8 MILES SOUTH OF HOLLY RIDGE AND 25 MILES NORTHEAST OF EA0702'WILMINGTON. IT IS 61.2 FEET SOUTH OF THE WEST CORNER OF THE EA0702'CONCRETE LAUNCHING PLATFORM, 46.5 FEET WEST OF THE SOUTH EA0702'CORNER OF THE PLATFORM AND 20.1 FEET SOUTHWEST OF THE SOUTHWEST EA0702'SIDE OF THE PLATFORM. THE MARK IS ABOUT 6 INCHES BELOW THE EA0702'SURFACE OF THE GROUND AND THE DISK IS STAMPED ZERO 1947. EA0702' EA0702'TO REACH STATION FROM THE POST OFFICE IN HOLLY RIDGE, GO EA0702'SOUTHWEST ON U.S. HIGHWAY 17 FOR 0.1 MILE, TURN LEFT BETWEEN EA0702'TWO BRICK PILLARS AND GO SOUTH FOR 4.85 MILES TO EA0702'SEARS LANDING AND BRIDGE. CONTINUE STRAIGHT AHEAD FOR 0.5 EA0702'ACROSS BRIDGE TO T-ROAD. TURN RIGHT AND GO 6.4 MILES, TURN EA0702'LEFT FOR ABOUT 100 FEET TO CONCRETE LAUNCHING PLATFORM AND THE EA0702'STATION AS DESCRIBED. EA0702' EA0702'LINE MARK TO TOWER ONE IS 87.17 FEET FROM THE STATION IN THE EA0702'OPPOSITE DIRECTION FROM TOWER ONE. THE DISK IS A STANDARD EA0702'REFERENCE MARK DISK STAMPED ONE. EA0702' EA0702'LINE MARK TO TOWER TWO IS 95.97 FEET FROM THE STATION IN THE EA0702'DIRECTION OF TOWER TWO. THE DISK IS A STANDARD REFERENCE MARK EA0702'DISK AND IS STAMPED TWO. EA0702' EA0702'STEEL LAUNCHING PIN IS A 4 IN STEEL SHAFT EMBEDDED IN THE EA0702'LAUNCHING PLATFORM AND EXTENDING ABOUT 8 IN ABOVE THE EA0702'PLATFORM. IT IS 68.51 FEET NORTH OF THE STATION. THE POINT EA0702'MEASURED TO AND OBSERVED IS A CENTER PUNCH MARK ON THE TOP AND EA0702'CENTER OF THE PIN. EA0702' EA0702'A TRAVERSE CONNECTION WAS MADE TO TRAVERSE STATION CONTROL AND EA0702'THE DISTANCE WAS FOUND TO BE 95.199 METERS. EA0702' EA0702'A TRAVERSE CONNECTION WAS MADE TO TRAVERSE STATION CAMERA AND EA0702'THE DISTANCE WAS FOUND TO BE 242.634 METERS. EA0702' EA0702'A TRAVERSE CONNECTION WAS MADE TO TOWER ONE AND THE DISTANCE EA0702'WAS FOUND TO BE 409.036 METERS. EA0702' EA0702'AN ELEVATION HAS BEEN DETERMINED. EA0702' EA0702'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS. EA0702 EA0702 STATION RECOVERY (1947) EA0702 EA0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 EA0702'11.6 MI SW FROM HOLLYRIDGE. EA0702'5.25 MILES SOUTH ALONG THE SEARS LANDING ROAD FROM THE RAILROAD EA0702'STATION AT HOLLYRIDGE, THENCE 6.3 MILES SOUTHWEST ALONG THE SAND EA0702'SPIT ROAD, ON THE SAND SPIT BETWEEN NEW TOPSAIL INLET AND NEW RIVER EA0702'INLET, APPROXIMATELY 1.0 MILE NORTHEAST OF NEW TOPSAIL INLET, EA0702'AT THE U.S. NAVY TEST RANGE LAUNCHING PLATFORM, 0.05 MILE SOUTHEAST EA0702'OF THE SAND SPIT ROAD, 46.6 FEET NORTHWEST OF THE SOUTH CORNER EA0702'OF THE CONCRETE PLATFORM, 61.0 FEET SOUTHEAST OF THE WEST CORNER EA0702'OF THE PLATFORM, 20.1 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE EA0702'PLATFORM, 2.0 FEET NORTHWEST OF A WHITE PAINTED REFERENCE POST, EA0702'SET IN THE TOP OF A CONCRETE POST, 0.3 FOOT UNDERGROUND. EA0702 EA0702 STATION RECOVERY (1962) EA0702 EA0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB) EA0702'THIS STATION WAS NOT RECOVERED AND HAS PROBABLY BEEN EA0702'DESTROYED. PART OF THE FORMER LAUNCHING PAD HAS BEEN CONVERTED EA0702'INTO A BATH HOUSE AND CONSIDERABLE CONSTRUCTION HAS BEEN DONE EA0702'IN THE AREA. EA0702 EA0702 STATION RECOVERY (1970) EA0702 EA0702'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 EA0702'CULTURAL DEVELOPMENT IN AREA. MOTEL SITE, NOW PROBABLY DESTROYED. EA0702 EA0702 STATION RECOVERY (1983) EA0702 EA0702'RECOVERY NOTE BY US POWER SQUADRON 1983 (HHW) EA0702'LINE MARK TWO FOUND RECOVERED GOOD. EA0702' EA0702'STEEL PIN FOUND RECOVERED GOOD. EA0702' EA0702'THESE ITEMS ARE ON THE PATIO ON OCEAN SIDE OF JOLLY ROGER MOTEL. EA0702'STATION LOCATION IS NOW PAVED PARKING AREA 3 FEET LOWER THAN OLD EA0702'LAUNCHING PAD, LINE MARK NO. 1 IS IN AREA OF WASH OUT AND FELL. EA0702 EA0702 STATION RECOVERY (1997) EA0702 EA0702'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) EA0702'SEARCHED FOR AND NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EA1559 *********************************************************************** EA1559 DESIGNATION - ZIP EA1559 PID - EA1559 EA1559 STATE/COUNTY- NC/PENDER EA1559 USGS QUAD - TOPSAIL (1970) EA1559 EA1559 *CURRENT SURVEY CONTROL EA1559 ___________________________________________________________________ EA1559* NAD 83(1986)- 34 23 26.69328(N) 077 40 56.88607(W) ADJUSTED EA1559* NAVD 88 - 14.65 (+/-2cm) 48.1 (feet) VERTCON EA1559 ___________________________________________________________________ EA1559 LAPLACE CORR- -3.71 (seconds) DEFLEC99 EA1559 GEOID HEIGHT- -37.17 (meters) GEOID03 EA1559 EA1559 HORZ ORDER - SECOND EA1559 VERT ORDER - THIRD ? (See Below) EA1559 EA1559.The North Carolina HARNS have been completed but, EA1559.due to contractual restrictions, coordinates for these stations EA1559.will NOT be published in the near future. In the interim, the EA1559.published coordinates in North Carolina will not be EA1559.consistent with the Continuously Operating Reference Stations EA1559.(CORS). The HARN coordinates for these stations are available EA1559.upon request. Contact Gary Thompson(919-733-3836). EA1559. EA1559.In addition, the published North Carolina positions EA1559.(NAD 83 (1986)) are NOT consistent with those determined in EA1559.adjacent state readjustments. The discontinuity between stations EA1559.located in North Carolina and those in adjacent states EA1559.which have been adjusted to the HARN may be as much as 5 EA1559.decimeters. This will result in a significant loss of accuracy EA1559.over lines crossing such state borders. EA1559 EA1559 EA1559.The horizontal coordinates were established by classical geodetic methods EA1559.and adjusted by the National Geodetic Survey in January 1988. EA1559 EA1559.The NAVD 88 height was computed by applying the VERTCON shift value to EA1559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EA1559.The vertical order pertains to the NGVD 29 superseded value. EA1559 EA1559.The Laplace correction was computed from DEFLEC99 derived deflections. EA1559 EA1559.The geoid height was determined by GEOID03. EA1559 EA1559; North East Units Scale Factor Converg. EA1559;SPC NC - 71,884.408 730,755.510 MT 0.99998459 +0 45 37.6 EA1559;SPC NC - 235,840.76 2,397,487.04 sFT 0.99998459 +0 45 37.6 EA1559;UTM 18 - 3,808,744.915 253,387.024 MT 1.00034972 -1 30 57.3 EA1559 EA1559! - Elev Factor x Scale Factor = Combined Factor EA1559!SPC NC - 1.00000353 x 0.99998459 = 0.99998812 EA1559!UTM 18 - 1.00000353 x 1.00034972 = 1.00035326 EA1559 EA1559 SUPERSEDED SURVEY CONTROL EA1559 EA1559 NGVD 29 (01/20/88) 14.95 (m) 49.0 (f) LEVELING 3 EA1559 EA1559.Superseded values are not recommended for survey control. EA1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EA1559.See file dsdata.txt to determine how the superseded data were derived. EA1559 EA1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5338708745(NAD 83) EA1559_MARKER: DH = HORIZONTAL CONTROL DISK EA1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EA1559_SP_SET: SET IN TOP OF CONCRETE MONUMENT EA1559_STAMPING: ZIP 1984 EA1559_MARK LOGO: NCGS EA1559_MAGNETIC: O = OTHER; SEE DESCRIPTION EA1559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EA1559+STABILITY: SURFACE MOTION EA1559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EA1559+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1999 EA1559 EA1559 HISTORY - Date Condition Report By EA1559 HISTORY - 1984 MONUMENTED NCGS EA1559 HISTORY - 1989 GOOD USPSQD EA1559 HISTORY - 19990701 SEE DESCRIPTION NCGS EA1559 HISTORY - 20050312 MARK NOT FOUND USPSQD EA1559 EA1559 STATION DESCRIPTION EA1559 EA1559'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS) EA1559'STATION IS LOCATED ABOUT 3.9 KM (2.4 MI) NORTHEAST OF HAMPSTEAD AND EA1559'16.6 KM (10.3 MI) SOUTHWEST OF HOLLY RIDGE. EA1559' EA1559'ALONG US 17 FOR 3.8 KM (2.35 MI) NORTHEAST FROM THE INTERSECTION EA1559'WITH NC 210 (IN HAMPSTEAD), AT THE INTERSECTION WITH SR 1593. EA1559' EA1559'THE STATION IS A STANDARD NCGS DISK STAMPED---ZIP 1984---, SET IN EA1559'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER, RECESSED EA1559'10 CM BELOW GROUND. LOCATED EA1559'7.7 METERS (25.2 FT) NORTH-NORTHWEST OF CENTERLINE OF HIGHWAY, EA1559'41.2 METERS (135.3 FT) EAST-NORTHEAST OF THE CENTERLINE OF ROAD, EA1559'17.6 METERS (57.7 FT) SOUTH-SOUTHEAST OF THE SOUTH RAIL OF RAILROAD, EA1559'27.6 METERS (90.6 FT) WEST-NORTHWEST OF POWER POLE (25-1/2) WITH EA1559'REFERENCE TAG, 37.8 METERS (124.1 FT) NORTH-NORTHEAST OF A TELEPHONE EA1559'JUNCTION BOX, AND 25.3 METER (82.9 FT) EAST-NORTHEAST OF TELEPHONE EA1559'MANHOLE COVER. EA1559' EA1559'MARK IS ABOUT 0.5 F00T BELOW HIGHWAY. EA1559 EA1559 STATION RECOVERY (1989) EA1559 EA1559'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMP) EA1559'RECOVERED IN GOOD CONDITION. EA1559 EA1559 STATION RECOVERY (1999) EA1559 EA1559'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH) EA1559'NOT FOUND PROBABLY LOST DUE TO HIGHWAY CONSTRUCTION. REFERENCES FALL EA1559'IN THE SOUTH BOUND LANES OF US 17. EA1559 EA1559 STATION RECOVERY (2005) EA1559 EA1559'RECOVERY NOTE BY US POWER SQUADRON 2005 EA1559'MARK NOT FOUND.